Started by GitHub push by MathieuMorlighem
Running as SYSTEM
Building remotely on macOS-Intel (mac) in workspace /Users/jenkins/workspace/macOS-Intel-Examples
The recommended git tool is: NONE
> git rev-parse --resolve-git-dir /Users/jenkins/workspace/macOS-Intel-Examples/.git # timeout=10
Fetching changes from the remote Git repository
> git config remote.origin.url git@github.com:ISSMteam/ISSM.git # timeout=10
Fetching upstream changes from git@github.com:ISSMteam/ISSM.git
> git --version # timeout=10
> git --version # 'git version 2.37.1 (Apple Git-137.1)'
using GIT_SSH to set credentials GitHub Deploy Key - ISSMteam/ISSM - Jenkins
Verifying host key using known hosts file
> git fetch --tags --force --progress -- git@github.com:ISSMteam/ISSM.git +refs/heads/*:refs/remotes/origin/* # timeout=10
> git rev-parse refs/remotes/origin/main^{commit} # timeout=10
Checking out Revision 10a8e8b9f9702f2c076ee02a68660a700b0534c3 (refs/remotes/origin/main)
> git config core.sparsecheckout # timeout=10
> git checkout -f 10a8e8b9f9702f2c076ee02a68660a700b0534c3 # timeout=10
Commit message: "CHG: fixing grammar"
> git rev-list --no-walk 77bed253858d840ba4b3f997e721564132387723 # timeout=10
[macOS-Intel-Examples] $ /bin/bash /var/folders/j6/3xhtbkbs3kj24wm4s4s4b99w0000gp/T/jenkins897412171621020923.sh
Cleaning up execution directory
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Determining installation type
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List of changed files
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src/m/classes/geometry.m
src/m/classes/geometry.py
-- checking for changed externalpackages... no
-- checking for reconfiguration... no
-- checking for recompilation... no
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Skipping autotools
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Skipping cmake
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Skipping petsc
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Skipping boost
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Skipping dakota
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Skipping chaco
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Skipping curl
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Skipping hdf5
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Skipping netcdf
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Skipping proj
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Skipping gdal
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Skipping gshhg
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Skipping gmt
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Skipping gmsh
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Skipping triangle
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Skipping m1qn3
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Skipping semic
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Skipping shell2junit
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Skipping ISSM compilation
Testing example: AMR
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Coarse mesh
Construction of a mesh from a given geometry
Step 2: Parameterization
boundary conditions for stressbalance model: spc set as zero
no smb.mass_balance specified: values set as zero
no basalforcings.groundedice_melting_rate specified: values set as zero
no basalforcings.floatingice_melting_rate specified: values set as zero
no balancethickness.thickening_rate specified: values set as zero
no thermal boundary conditions created: no observed temperature found
Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
iteration 1/500 time [yr]: 1.00 (time step: 1.00)
computing smb
computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
[1] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
[0] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...
loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-03-20-2025-11-08-30-52590//mismip.outbin: No such file or directory
[Warning:
============================================================
Binary file mismip.outbin not found!
This typically happens when the run crashed.
Please check for error messages above or in the outlog
============================================================
]
[> In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)]
[Warning: Directory already exists.]
[> In AMRexportVTK (line 17)
In runme (line 68)]
Unrecognized field name "TransientSolution".
Error in AMRexportVTK (line 62)
if(isfield(model.results.TransientSolution,'MeshElements'))
Error in runme (line 68)
AMRexportVTK('./VTK',md);FAILURE
Directory contains datasets only; no example to run.
Testing example: EsaGRACE
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Global mesh creation
Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-2e8c8d7, 1 node, max. 1 thread]
Info : Started on Thu Mar 20 11:08:56 2025
Info : Reading 'sphere.geo'...
Info : Done reading 'sphere.geo'
Info : Meshing 1D...
Info : [ 0%] Meshing curve 1 (Circle)
Info : [ 10%] Meshing curve 2 (Circle)
Info : [ 20%] Meshing curve 3 (Circle)
Info : [ 30%] Meshing curve 4 (Circle)
Info : [ 40%] Meshing curve 5 (Circle)
Info : [ 50%] Meshing curve 6 (Circle)
Info : [ 50%] Meshing curve 7 (Circle)
Info : [ 60%] Meshing curve 8 (Circle)
Info : [ 70%] Meshing curve 9 (Circle)
Info : [ 80%] Meshing curve 10 (Circle)
Info : [ 90%] Meshing curve 11 (Circle)
Info : [100%] Meshing curve 12 (Circle)
Info : Done meshing 1D (Wall 0.0021209s, CPU 0.001949s)
Info : Meshing 2D...
Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt)
Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info : Done meshing 2D (Wall 50.7309s, CPU 31.7984s)
Info : 7669 nodes 15747 elements
Info : Writing 'sphere.msh'...
Info : Done writing 'sphere.msh'
Info : Stopped on Thu Mar 20 11:09:47 2025 (From start: Wall 50.8479s, CPU 31.889s)
gmtmask: num vertices 7668
gmtmask: done
2025-03-20 11:09:54.710 MATLAB[53053:48208999] XType: com.apple.fonts is not accessible.
2025-03-20 11:09:54.710 MATLAB[53053:48208999] XType: XTFontStaticRegistry is enabled.
2025-03-20 11:09:55.191 MATLAB[53053:48208999] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:09:55.191 MATLAB[53053:48208999] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2025-03-20 11:09:55.193 MATLAB[53053:48208999] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:09:55.211 MATLAB[53053:48208999] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:09:55.212 MATLAB[53053:48208999] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
Step 3: Parameterization
Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.358385
Total Core solution elapsed time: 19.7604
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 5: Plot solutions
SUCCESS
Testing example: EsaWahr
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
2025-03-20 11:11:11.266 MATLAB[55724:48212381] XType: com.apple.fonts is not accessible.
2025-03-20 11:11:11.266 MATLAB[55724:48212381] XType: XTFontStaticRegistry is enabled.
2025-03-20 11:11:11.855 MATLAB[55724:48212381] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:11:11.855 MATLAB[55724:48212381] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2025-03-20 11:11:11.885 MATLAB[55724:48212381] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:11:11.892 MATLAB[55724:48212381] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:11:11.892 MATLAB[55724:48212381] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 4207
Step 3: Define loads
Step 4: Parameterization
Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.384038
Total Core solution elapsed time: 1.56162
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 6: Plot solutions
Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
Directory contains functions only; no example to run.
Testing example: Greenland
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 6345
2025-03-20 11:12:00.802 MATLAB[56430:48214310] XType: com.apple.fonts is not accessible.
2025-03-20 11:12:00.802 MATLAB[56430:48214310] XType: XTFontStaticRegistry is enabled.
2025-03-20 11:12:01.164 MATLAB[56430:48214310] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:12:01.164 MATLAB[56430:48214310] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2025-03-20 11:12:01.166 MATLAB[56430:48214310] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:12:01.181 MATLAB[56430:48214310] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2025-03-20 11:12:01.181 MATLAB[56430:48214310] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
Step 2: Parameterization
Loading SeaRISE data from NetCDF
Interpolating surface and bedrock
Constructing thickness
Interpolating velocities
Interpolating temperatures
Interpolating surface mass balance
Construct basal friction parameters
Construct ice rheological properties
Set other boundary conditions
Set geothermal heat flux
Set Pressure
Single point constraints
Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
preparing initial solution
x | Cost function f(x) | List of contributions
====================== step 1/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 59172.79 | 7092.887 52079.9 6.085212e-32
x = 1 | f(x) = 50954.87 | 3600.244 47354.58 0.04587451
====================== step 2/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 50953.45 | 3598.809 47354.6 0.04587451
x = 1 | f(x) = 44978.74 | 2137.679 42840.82 0.2370654
====================== step 3/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44987.02 | 2146.197 42840.58 0.2370654
x = 1 | f(x) = 44425.8 | 2044.873 42380.66 0.2722667
====================== step 4/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44432.36 | 2051.851 42380.24 0.2722667
x = 1 | f(x) = 42775.97 | 1747.394 41028.16 0.4148691
====================== step 5/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 42783.98 | 1756.726 41026.84 0.4148691
x = 1 | f(x) = 41876.1 | 1659.336 40216.23 0.5302616
====================== step 6/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 41885.98 | 1670.347 40215.1 0.5302616
x = 1 | f(x) = 40869.39 | 1561.173 39307.52 0.6932322
====================== step 7/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 40870.91 | 1563.273 39306.95 0.6932322
x = 1 | f(x) = 39697.76 | 1338.256 38358.58 0.9236775
====================== step 8/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39697.43 | 1338.655 38357.85 0.9236775
x = 1 | f(x) = 39040.22 | 1208.675 37830.47 1.071791
====================== step 9/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39039.49 | 1208.558 37829.86 1.071791
x = 1 | f(x) = 38556.09 | 1126.764 37428.13 1.191478
====================== step 10/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38552.98 | 1124.507 37427.28 1.191478
x = 1 | f(x) = 38121.56 | 1092.495 37027.74 1.3288
====================== step 11/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38122.77 | 1094.958 37026.49 1.3288
x = 1 | f(x) = 37729.41 | 1149.628 36578.29 1.493932
====================== step 12/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37740.46 | 1159.142 36579.82 1.493932
x = 1 | f(x) = 37487.92 | 1087.186 36399.14 1.592633
x = 0.381966 | f(x) = 37611.19 | 1112.303 36497.36 1.529775
x = 0.618034 | f(x) = 37561.1 | 1101.089 36458.46 1.55338
x = 0.763932 | f(x) = 37530.94 | 1093.798 36435.58 1.568476
x = 0.854102 | f(x) = 37512.65 | 1089.499 36421.58 1.577683
x = 0.90983 | f(x) = 37501.45 | 1086.979 36412.88 1.583344
====================== step 13/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37484.86 | 1084.592 36398.67 1.592633
x = 1 | f(x) = 37022.46 | 1018.285 36002.41 1.768007
====================== step 14/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37030.9 | 1026.085 36003.05 1.768007
x = 1 | f(x) = 36814.89 | 1058.135 35754.9 1.859438
x = 0.381966 | f(x) = 36898.13 | 989.5907 35906.74 1.799676
x = 0.618034 | f(x) = 36853.98 | 1003.884 35848.28 1.821225
x = 0.763932 | f(x) = 36838.62 | 1025.038 35811.75 1.835325
x = 0.937069 | f(x) = 36824.08 | 1052.478 35769.75 1.852853
x = 0.870937 | f(x) = 36839.21 | 1051.966 35785.4 1.846056
====================== step 15/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36824.8 | 1068.389 35754.55 1.859438
x = 1 | f(x) = 36559.07 | 954.0377 35603.09 1.936544
x = 0.381966 | f(x) = 36711.5 | 1017.403 35692.21 1.887487
x = 0.618034 | f(x) = 36653.71 | 995.7569 35656.05 1.905392
x = 0.763932 | f(x) = 36614.76 | 978.0481 35634.8 1.916939
x = 0.854102 | f(x) = 36589.85 | 965.9689 35621.95 1.92432
x = 0.90983 | f(x) = 36574.06 | 958.1749 35613.95 1.928974
====================== step 16/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36552.27 | 948.6767 35601.65 1.936544
x = 1 | f(x) = 36368.74 | 909.4905 35457.24 2.009954
x = 0.381966 | f(x) = 36450.66 | 912.2196 35536.48 1.964688
x = 0.618034 | f(x) = 36415.28 | 905.8741 35507.42 1.981913
x = 0.763932 | f(x) = 36394.68 | 904.2792 35488.41 1.992565
x = 0.854102 | f(x) = 36384.31 | 906.0028 35476.31 1.999281
x = 0.90983 | f(x) = 36379.73 | 908.9319 35468.79 2.003357
====================== step 17/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36373.34 | 914.7542 35456.58 2.009954
x = 1 | f(x) = 36229.12 | 957.6674 35269.34 2.111313
x = 0.381966 | f(x) = 36289.06 | 905.1848 35381.82 2.046875
x = 0.618034 | f(x) = 36257.86 | 916.5034 35339.28 2.070593
x = 0.763932 | f(x) = 36247.49 | 932.6872 35312.72 2.085785
x = 0.913021 | f(x) = 36239.38 | 951.6387 35285.64 2.101794
x = 0.856074 | f(x) = 36249.62 | 951.977 35295.55 2.095621
====================== step 18/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36238.23 | 966.1893 35269.93 2.111313
x = 1 | f(x) = 36005.81 | 893.306 35110.31 2.18899
x = 0.381966 | f(x) = 36142.54 | 929.6447 35210.76 2.139784
x = 0.618034 | f(x) = 36093.23 | 916.1558 35174.92 2.158128
x = 0.763932 | f(x) = 36058.58 | 905.5225 35150.89 2.169751
x = 0.854102 | f(x) = 36036.9 | 898.7214 35136 2.177043
x = 0.90983 | f(x) = 36023.73 | 894.6151 35126.93 2.18159
====================== step 19/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36005.22 | 890.2107 35112.82 2.18899
x = 1 | f(x) = 35868.42 | 869.9581 34996.18 2.287732
x = 0.381966 | f(x) = 35911.39 | 860.1821 35048.98 2.225541
x = 0.618034 | f(x) = 35893.04 | 858.0691 35032.72 2.249067
x = 0.763932 | f(x) = 35881.94 | 859.7353 35019.94 2.263658
x = 0.854102 | f(x) = 35877.04 | 863.763 35011.01 2.272799
x = 0.90983 | f(x) = 35875.47 | 868.0771 35005.11 2.278502
====================== step 20/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35873.35 | 875.6681 34995.4 2.287732
x = 1 | f(x) = 35723.35 | 910.5513 34810.43 2.374027
x = 0.381966 | f(x) = 35789.66 | 860.5594 34926.79 2.319061
x = 0.618034 | f(x) = 35757.04 | 868.789 34885.91 2.339232
x = 0.763932 | f(x) = 35744.03 | 883.7317 34857.95 2.352231
x = 0.854102 | f(x) = 35739.94 | 897.5494 34840.03 2.360435
x = 0.930997 | f(x) = 35737.52 | 910.28 34824.87 2.367548
====================== step 21/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35735.84 | 922.2347 34811.23 2.374027
x = 1 | f(x) = 35602.51 | 870.7784 34729.3 2.423398
x = 0.381966 | f(x) = 35668.82 | 880.0971 34786.33 2.391628
x = 0.618034 | f(x) = 35644.9 | 872.7159 34769.79 2.403223
x = 0.763932 | f(x) = 35629.08 | 870.0702 34756.6 2.410606
x = 0.854102 | f(x) = 35618.25 | 868.4465 34747.39 2.415368
x = 0.90983 | f(x) = 35610.89 | 867.4925 34740.98 2.418388
====================== step 22/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35599.85 | 867.5045 34729.92 2.423398
x = 1 | f(x) = 35435.33 | 841.7746 34591.04 2.515761
x = 0.381966 | f(x) = 35503.09 | 830.83 34669.8 2.457304
x = 0.618034 | f(x) = 35463.09 | 825.8312 34634.77 2.479098
x = 0.763932 | f(x) = 35440.81 | 828.0732 34610.24 2.492898
x = 0.854102 | f(x) = 35432.56 | 834.5397 34595.51 2.501553
x = 0.90983 | f(x) = 35438.35 | 841.9242 34593.91 2.50695
====================== step 23/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35439.26 | 840.4865 34596.27 2.501553
x = 1 | f(x) = 35377.76 | 827.9221 34547.29 2.55107
x = 0.381966 | f(x) = 35416.76 | 819.8319 34594.41 2.518729
x = 0.618034 | f(x) = 35399.79 | 819.4098 34577.85 2.530419
x = 0.763932 | f(x) = 35393.8 | 822.2265 34569.04 2.538053
x = 0.944307 | f(x) = 35386.99 | 828.333 34556.11 2.547925
x = 0.87541 | f(x) = 35393.31 | 829.0394 34561.73 2.544098
====================== step 24/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35389.04 | 833.3278 34553.17 2.55107
x = 1 | f(x) = 35252.07 | 814.3331 34435.09 2.649672
x = 0.381966 | f(x) = 35317.08 | 812.9778 34501.52 2.588142
x = 0.618034 | f(x) = 35288.37 | 809.7173 34476.04 2.611629
x = 0.763932 | f(x) = 35271.32 | 809.3562 34459.34 2.626302
x = 0.854102 | f(x) = 35263.63 | 811.188 34449.81 2.635227
x = 0.90983 | f(x) = 35260.57 | 813.8448 34444.09 2.640721
====================== step 25/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35256.61 | 818.8752 34435.08 2.649672
x = 1 | f(x) = 35162.53 | 858.2907 34301.5 2.73567
x = 0.381966 | f(x) = 35180.62 | 812.9341 34365.01 2.68086
x = 0.618034 | f(x) = 35153.13 | 821.9682 34328.46 2.701316
x = 0.763932 | f(x) = 35158.4 | 837.0526 34318.63 2.71414
x = 0.645766 | f(x) = 35167.63 | 833.393 34331.53 2.703722
x = 0.527864 | f(x) = 35170.22 | 824.2439 34343.28 2.693578
====================== step 26/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35160.91 | 827.0899 34331.12 2.701316
x = 1 | f(x) = 35121.47 | 799.6855 34319.05 2.727657
x = 0.381966 | f(x) = 35148.31 | 811.725 34333.88 2.71051
x = 0.618034 | f(x) = 35139.87 | 807.5913 34329.56 2.716718
x = 0.763932 | f(x) = 35133.07 | 803.7544 34326.6 2.720766
x = 0.854102 | f(x) = 35127.96 | 801.0194 34324.22 2.723348
x = 0.90983 | f(x) = 35124.32 | 799.2132 34322.38 2.724975
====================== step 27/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35118.96 | 797.305 34318.93 2.727657
x = 1 | f(x) = 34992.05 | 809.2472 34179.97 2.832721
x = 0.381966 | f(x) = 35054.05 | 790.9419 34260.34 2.766209
x = 0.618034 | f(x) = 35029.2 | 793.4464 34232.97 2.790908
x = 0.763932 | f(x) = 35015.13 | 799.2223 34213.1 2.80661
x = 0.854102 | f(x) = 35009.12 | 806.1049 34200.2 2.81648
x = 0.90983 | f(x) = 35007.41 | 812.5974 34191.99 2.822644
====================== step 28/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35004.35 | 822.0411 34179.48 2.832721
x = 1 | f(x) = 34934.9 | 806.5687 34125.46 2.869485
x = 0.381966 | f(x) = 34947.2 | 786.7818 34157.57 2.846443
x = 0.618034 | f(x) = 34937.16 | 788.8945 34145.41 2.855019
x = 0.763932 | f(x) = 34935.74 | 795.0432 34137.83 2.860428
x = 0.748026 | f(x) = 34937.97 | 796.5485 34138.56 2.859834
x = 0.854102 | f(x) = 34938.6 | 802.5743 34133.17 2.863834
====================== step 29/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34941.33 | 812.7692 34125.69 2.869485
x = 1 | f(x) = 34824.81 | 779.577 34042.3 2.935666
x = 0.381966 | f(x) = 34880.07 | 788.15 34089.03 2.89441
x = 0.618034 | f(x) = 34858.62 | 784.1191 34071.59 2.90999
x = 0.763932 | f(x) = 34843.91 | 780.8731 34060.12 2.919772
x = 0.854102 | f(x) = 34835.36 | 779.3904 34053.04 2.925865
x = 0.90983 | f(x) = 34830.77 | 779.045 34048.79 2.929592
====================== step 30/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34824.94 | 779.6844 34042.32 2.935666
x = 1 | f(x) = 34721.73 | 773.8267 33944.89 3.012808
x = 0.381966 | f(x) = 34777.79 | 771.9958 34002.83 2.964691
x = 0.618034 | f(x) = 34756.77 | 772.5238 33981.26 2.983068
x = 0.763932 | f(x) = 34743.46 | 772.8125 33967.65 2.994353
x = 0.854102 | f(x) = 34735.33 | 773.2103 33959.12 3.001395
x = 0.90983 | f(x) = 34730.47 | 773.6127 33953.85 3.005758
preparing final solution
computing new velocity
write lock file:
FemModel initialization elapsed time: 0.23601
Total Core solution elapsed time: 115.457
Linear solver elapsed time: 58.5535 (51%)
Total elapsed time: 0 hrs 1 min 55 sec
loading results from cluster
Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/100 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46404e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 41.3708 > 1 %
Convergence criterion: norm(du)/norm(u) 63.1699 > 10 %
Convergence criterion: max(du) 0.000157051
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59081e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 3.67351 > 1 %
Convergence criterion: norm(du)/norm(u) 7.15753 < 10 %
Convergence criterion: max(du) 8.86618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5658e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 1.1092 > 1 %
Convergence criterion: norm(du)/norm(u) 2.86501 < 10 %
Convergence criterion: max(du) 5.14913e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69039e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.445176 < 1 %
Convergence criterion: norm(du)/norm(u) 1.23495 < 10 %
Convergence criterion: max(du) 2.12084e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 4
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87799e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/100 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45763e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.399757 < 1 %
Convergence criterion: norm(du)/norm(u) 13.1945 > 10 %
Convergence criterion: max(du) 3.38382e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4907e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.11105 < 1 %
Convergence criterion: norm(du)/norm(u) 3.36465 < 10 %
Convergence criterion: max(du) 9.83262e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 3/100 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37074e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.271719 < 1 %
Convergence criterion: norm(du)/norm(u) 11.191 > 10 %
Convergence criterion: max(du) 3.27282e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0760363 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86693 < 10 %
Convergence criterion: max(du) 1.51075e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51134e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 4/100 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.60221e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.213589 < 1 %
Convergence criterion: norm(du)/norm(u) 12.8772 > 10 %
Convergence criterion: max(du) 4.34405e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41043e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0615833 < 1 %
Convergence criterion: norm(du)/norm(u) 4.90567 < 10 %
Convergence criterion: max(du) 2.25824e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.95961e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 5/100 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.90946e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.179809 < 1 %
Convergence criterion: norm(du)/norm(u) 13.2229 > 10 %
Convergence criterion: max(du) 4.70946e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37056e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519109 < 1 %
Convergence criterion: norm(du)/norm(u) 5.45808 < 10 %
Convergence criterion: max(du) 2.79437e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86813e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/100 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.39508e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.158264 < 1 %
Convergence criterion: norm(du)/norm(u) 11.3868 > 10 %
Convergence criterion: max(du) 4.73352e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54121e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0451186 < 1 %
Convergence criterion: norm(du)/norm(u) 4.99289 < 10 %
Convergence criterion: max(du) 2.8096e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06949e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 7/100 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69237e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.143012 < 1 %
Convergence criterion: norm(du)/norm(u) 8.50213 < 10 %
Convergence criterion: max(du) 4.06825e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.728e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 8/100 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43192e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.153016 < 1 %
Convergence criterion: norm(du)/norm(u) 7.82694 < 10 %
Convergence criterion: max(du) 4.16491e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91697e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 9/100 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56217e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.148856 < 1 %
Convergence criterion: norm(du)/norm(u) 6.42605 < 10 %
Convergence criterion: max(du) 3.71472e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68563e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 10/100 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56029e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.141791 < 1 %
Convergence criterion: norm(du)/norm(u) 5.02052 < 10 %
Convergence criterion: max(du) 3.04603e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32425e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/100 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54422e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.13502 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86385 < 10 %
Convergence criterion: max(du) 2.37104e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.76992e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 12/100 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49877e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.129412 < 1 %
Convergence criterion: norm(du)/norm(u) 3.00081 < 10 %
Convergence criterion: max(du) 1.79944e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 13/100 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40897e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.124913 < 1 %
Convergence criterion: norm(du)/norm(u) 2.38997 < 10 %
Convergence criterion: max(du) 1.36478e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78586e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 14/100 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.79052e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.121223 < 1 %
Convergence criterion: norm(du)/norm(u) 1.9659 < 10 %
Convergence criterion: max(du) 1.05699e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75427e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 15/100 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54084e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.118074 < 1 %
Convergence criterion: norm(du)/norm(u) 1.66976 < 10 %
Convergence criterion: max(du) 9.1337e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82466e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/100 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.30611e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.115284 < 1 %
Convergence criterion: norm(du)/norm(u) 1.45708 < 10 %
Convergence criterion: max(du) 8.1738e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87497e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 17/100 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46057e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.112745 < 1 %
Convergence criterion: norm(du)/norm(u) 1.297 < 10 %
Convergence criterion: max(du) 7.33628e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.24987e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 18/100 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.110393 < 1 %
Convergence criterion: norm(du)/norm(u) 1.17083 < 10 %
Convergence criterion: max(du) 6.60735e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.23038e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 19/100 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64942e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.108194 < 1 %
Convergence criterion: norm(du)/norm(u) 1.06717 < 10 %
Convergence criterion: max(du) 5.97282e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92811e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 20/100 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48447e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.106124 < 1 %
Convergence criterion: norm(du)/norm(u) 0.979261 < 10 %
Convergence criterion: max(du) 5.42077e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86916e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/100 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52258e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.104166 < 1 %
Convergence criterion: norm(du)/norm(u) 0.903174 < 10 %
Convergence criterion: max(du) 4.94327e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06389e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 22/100 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52633e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.102306 < 1 %
Convergence criterion: norm(du)/norm(u) 0.836364 < 10 %
Convergence criterion: max(du) 4.52671e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60352e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 23/100 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.512e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.100537 < 1 %
Convergence criterion: norm(du)/norm(u) 0.777527 < 10 %
Convergence criterion: max(du) 4.16579e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.88693e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 24/100 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43228e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0988586 < 1 %
Convergence criterion: norm(du)/norm(u) 0.725746 < 10 %
Convergence criterion: max(du) 3.85353e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08658e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 25/100 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53843e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0972602 < 1 %
Convergence criterion: norm(du)/norm(u) 0.680828 < 10 %
Convergence criterion: max(du) 3.58316e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91018e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/100 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49684e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0957358 < 1 %
Convergence criterion: norm(du)/norm(u) 0.64155 < 10 %
Convergence criterion: max(du) 3.34846e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8676e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 27/100 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66515e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0942815 < 1 %
Convergence criterion: norm(du)/norm(u) 0.606878 < 10 %
Convergence criterion: max(du) 3.14378e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 28/100 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.93749e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.092891 < 1 %
Convergence criterion: norm(du)/norm(u) 0.576104 < 10 %
Convergence criterion: max(du) 2.9642e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.48809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 29/100 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.6501e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0915598 < 1 %
Convergence criterion: norm(du)/norm(u) 0.548659 < 10 %
Convergence criterion: max(du) 2.80542e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 30/100 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.67551e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0902828 < 1 %
Convergence criterion: norm(du)/norm(u) 0.524017 < 10 %
Convergence criterion: max(du) 2.66384e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.99277e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/100 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61093e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0890554 < 1 %
Convergence criterion: norm(du)/norm(u) 0.501705 < 10 %
Convergence criterion: max(du) 2.53645e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71052e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 32/100 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63122e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0878746 < 1 %
Convergence criterion: norm(du)/norm(u) 0.48155 < 10 %
Convergence criterion: max(du) 2.42277e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.62479e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 33/100 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.71224e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.086737 < 1 %
Convergence criterion: norm(du)/norm(u) 0.462937 < 10 %
Convergence criterion: max(du) 2.31732e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87959e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 34/100 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55623e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0856397 < 1 %
Convergence criterion: norm(du)/norm(u) 0.445761 < 10 %
Convergence criterion: max(du) 2.21989e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68339e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 35/100 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0845798 < 1 %
Convergence criterion: norm(du)/norm(u) 0.429911 < 10 %
Convergence criterion: max(du) 2.12972e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8839e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/100 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77268e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0835546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.415232 < 10 %
Convergence criterion: max(du) 2.04546e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94192e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 37/100 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66783e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0825623 < 1 %
Convergence criterion: norm(du)/norm(u) 0.401629 < 10 %
Convergence criterion: max(du) 1.96618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92448e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 38/100 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5013e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0816006 < 1 %
Convergence criterion: norm(du)/norm(u) 0.388956 < 10 %
Convergence criterion: max(du) 1.89117e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.81535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 39/100 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0806678 < 1 %
Convergence criterion: norm(du)/norm(u) 0.377139 < 10 %
Convergence criterion: max(du) 1.81995e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.55524e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 40/100 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0797624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.366063 < 10 %
Convergence criterion: max(du) 1.75211e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78666e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/100 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37632e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0788835 < 1 %
Convergence criterion: norm(du)/norm(u) 0.355659 < 10 %
Convergence criterion: max(du) 1.68726e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 42/100 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58487e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0780297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.345829 < 10 %
Convergence criterion: max(du) 1.6253e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79736e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 43/100 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47831e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0772001 < 1 %
Convergence criterion: norm(du)/norm(u) 0.336531 < 10 %
Convergence criterion: max(du) 1.56612e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85086e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 44/100 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61059e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0763938 < 1 %
Convergence criterion: norm(du)/norm(u) 0.32771 < 10 %
Convergence criterion: max(du) 1.50946e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32998e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 45/100 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54894e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0756097 < 1 %
Convergence criterion: norm(du)/norm(u) 0.319321 < 10 %
Convergence criterion: max(du) 1.45515e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91256e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/100 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40265e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0748471 < 1 %
Convergence criterion: norm(du)/norm(u) 0.31129 < 10 %
Convergence criterion: max(du) 1.40307e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.29239e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 47/100 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47552e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0741051 < 1 %
Convergence criterion: norm(du)/norm(u) 0.30364 < 10 %
Convergence criterion: max(du) 1.37128e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 48/100 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48948e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.073383 < 1 %
Convergence criterion: norm(du)/norm(u) 0.296291 < 10 %
Convergence criterion: max(du) 1.34222e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.80278e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 49/100 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55493e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0726801 < 1 %
Convergence criterion: norm(du)/norm(u) 0.289284 < 10 %
Convergence criterion: max(du) 1.31406e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 50/100 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46177e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0719963 < 1 %
Convergence criterion: norm(du)/norm(u) 0.282581 < 10 %
Convergence criterion: max(du) 1.28675e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.69655e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/100 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5188e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0713309 < 1 %
Convergence criterion: norm(du)/norm(u) 0.276151 < 10 %
Convergence criterion: max(du) 1.26026e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84683e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 52/100 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.57832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0706796 < 1 %
Convergence criterion: norm(du)/norm(u) 0.26739 < 10 %
Convergence criterion: max(du) 1.21537e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68152e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 53/100 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59577e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0700458 < 1 %
Convergence criterion: norm(du)/norm(u) 0.258642 < 10 %
Convergence criterion: max(du) 1.16725e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73905e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 54/100 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.50832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0694293 < 1 %
Convergence criterion: norm(du)/norm(u) 0.250216 < 10 %
Convergence criterion: max(du) 1.11931e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.49549e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 55/100 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55136e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0688297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.242157 < 10 %
Convergence criterion: max(du) 1.07263e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91646e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/100 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49982e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0682463 < 1 %
Convergence criterion: norm(du)/norm(u) 0.23445 < 10 %
Convergence criterion: max(du) 1.02753e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92199e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 57/100 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49335e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0676784 < 1 %
Convergence criterion: norm(du)/norm(u) 0.227068 < 10 %
Convergence criterion: max(du) 9.84044e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94663e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 58/100 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63716e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0671247 < 1 %
Convergence criterion: norm(du)/norm(u) 0.219985 < 10 %
Convergence criterion: max(du) 9.42132e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 59/100 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.391e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0665845 < 1 %
Convergence criterion: norm(du)/norm(u) 0.21316 < 10 %
Convergence criterion: max(du) 9.0172e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.77305e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 60/100 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56356e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0660567 < 1 %
Convergence criterion: norm(du)/norm(u) 0.20661 < 10 %
Convergence criterion: max(du) 8.62729e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.34128e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/100 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66591e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0655402 < 1 %
Convergence criterion: norm(du)/norm(u) 0.200294 < 10 %
Convergence criterion: max(du) 8.2509e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70756e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 62/100 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68841e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0650338 < 1 %
Convergence criterion: norm(du)/norm(u) 0.1942 < 10 %
Convergence criterion: max(du) 7.88736e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.11314e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 63/100 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61973e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0645367 < 1 %
Convergence criterion: norm(du)/norm(u) 0.188286 < 10 %
Convergence criterion: max(du) 7.5361e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84297e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 64/100 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73626e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0640481 < 1 %
Convergence criterion: norm(du)/norm(u) 0.182643 < 10 %
Convergence criterion: max(du) 7.19656e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 65/100 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51546e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0635679 < 1 %
Convergence criterion: norm(du)/norm(u) 0.177209 < 10 %
Convergence criterion: max(du) 6.86827e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.27336e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/100 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63383e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0630947 < 1 %
Convergence criterion: norm(du)/norm(u) 0.171982 < 10 %
Convergence criterion: max(du) 6.55079e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66464e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 67/100 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.62677e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0626284 < 1 %
Convergence criterion: norm(du)/norm(u) 0.166923 < 10 %
Convergence criterion: max(du) 6.24369e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06822e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 68/100 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.76063e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0621691 < 1 %
Convergence criterion: norm(du)/norm(u) 0.162067 < 10 %
Convergence criterion: max(du) 5.94661e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6617e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 69/100 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69567e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0617167 < 1 %
Convergence criterion: norm(du)/norm(u) 0.157415 < 10 %
Convergence criterion: max(du) 5.65919e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71945e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 70/100 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49527e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0612709 < 1 %
Convergence criterion: norm(du)/norm(u) 0.152942 < 10 %
Convergence criterion: max(du) 5.3811e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/100 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0608319 < 1 %
Convergence criterion: norm(du)/norm(u) 0.148626 < 10 %
Convergence criterion: max(du) 5.11201e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 72/100 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53007e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0603994 < 1 %
Convergence criterion: norm(du)/norm(u) 0.144495 < 10 %
Convergence criterion: max(du) 4.85161e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.21898e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 73/100 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41734e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0599736 < 1 %
Convergence criterion: norm(du)/norm(u) 0.140536 < 10 %
Convergence criterion: max(du) 4.59963e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.15514e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 74/100 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0595548 < 1 %
Convergence criterion: norm(du)/norm(u) 0.136735 < 10 %
Convergence criterion: max(du) 4.38178e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.47695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 75/100 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49442e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0591427 < 1 %
Convergence criterion: norm(du)/norm(u) 0.133098 < 10 %
Convergence criterion: max(du) 4.18998e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83282e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/100 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5358e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0587374 < 1 %
Convergence criterion: norm(du)/norm(u) 0.129501 < 10 %
Convergence criterion: max(du) 4.00491e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.07323e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 77/100 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58153e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0583389 < 1 %
Convergence criterion: norm(du)/norm(u) 0.126142 < 10 %
Convergence criterion: max(du) 3.82626e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.56374e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 78/100 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49176e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0579472 < 1 %
Convergence criterion: norm(du)/norm(u) 0.122977 < 10 %
Convergence criterion: max(du) 3.65375e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75301e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 79/100 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43233e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0575624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.119979 < 10 %
Convergence criterion: max(du) 3.48709e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46727e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 80/100 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.7235e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0571842 < 1 %
Convergence criterion: norm(du)/norm(u) 0.117114 < 10 %
Convergence criterion: max(du) 3.32601e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.18261e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/100 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0568134 < 1 %
Convergence criterion: norm(du)/norm(u) 0.114406 < 10 %
Convergence criterion: max(du) 3.17027e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79522e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 82/100 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65197e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0564483 < 1 %
Convergence criterion: norm(du)/norm(u) 0.111633 < 10 %
Convergence criterion: max(du) 3.01962e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82532e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 83/100 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.05609 < 1 %
Convergence criterion: norm(du)/norm(u) 0.109134 < 10 %
Convergence criterion: max(du) 2.87383e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.01624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 84/100 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65745e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0557382 < 1 %
Convergence criterion: norm(du)/norm(u) 0.106874 < 10 %
Convergence criterion: max(du) 2.7327e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.54212e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 85/100 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56241e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0553923 < 1 %
Convergence criterion: norm(du)/norm(u) 0.10477 < 10 %
Convergence criterion: max(du) 2.596e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.10503e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/100 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54563e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0550528 < 1 %
Convergence criterion: norm(du)/norm(u) 0.102806 < 10 %
Convergence criterion: max(du) 2.46354e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71954e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 87/100 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49104e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0547191 < 1 %
Convergence criterion: norm(du)/norm(u) 0.100573 < 10 %
Convergence criterion: max(du) 2.33514e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84902e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 88/100 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.524e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0543917 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0987631 < 10 %
Convergence criterion: max(du) 2.21062e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.93887e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 89/100 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45866e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0540702 < 1 %
Convergence criterion: norm(du)/norm(u) 0.096769 < 10 %
Convergence criterion: max(du) 2.08981e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.96869e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 90/100 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35419e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0537546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.095216 < 10 %
Convergence criterion: max(du) 1.97254e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.00159e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/100 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49462e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0534446 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0938171 < 10 %
Convergence criterion: max(du) 1.85867e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79979e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 92/100 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45992e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0531378 < 1 %
Convergence criterion: norm(du)/norm(u) 0.09254 < 10 %
Convergence criterion: max(du) 1.8331e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 93/100 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54759e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0528387 < 1 %
Convergence criterion: norm(du)/norm(u) 0.090965 < 10 %
Convergence criterion: max(du) 1.90686e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.13028e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 94/100 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66691e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0525455 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0898951 < 10 %
Convergence criterion: max(du) 1.97934e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90765e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 95/100 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.42572e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0522575 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0889299 < 10 %
Convergence criterion: max(du) 2.05059e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84115e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/100 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68941e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519714 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0877052 < 10 %
Convergence criterion: max(du) 2.12068e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73773e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 97/100 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0516924 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0868672 < 10 %
Convergence criterion: max(du) 2.18966e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90228e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 98/100 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5011e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0514186 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0861556 < 10 %
Convergence criterion: max(du) 2.25757e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84118e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 99/100 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73495e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0511505 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0853295 < 10 %
Convergence criterion: max(du) 2.32447e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70227e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 100/100 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.75926e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0508877 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0848341 < 10 %
Convergence criterion: max(du) 2.3904e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35628e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.442588
Total Core solution elapsed time: 86.7466
Linear solver elapsed time: 38.8428 (45%)
Total elapsed time: 0 hrs 1 min 27 sec
loading results from cluster
Step 5: Plotting
Step 6: Extract Box SMB
Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/1000 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/1000 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 3/1000 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 4/1000 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 5/1000 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/1000 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 7/1000 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 8/1000 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 9/1000 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 10/1000 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/1000 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 12/1000 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 13/1000 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 14/1000 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 15/1000 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/1000 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 17/1000 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 18/1000 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 19/1000 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 20/1000 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/1000 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 22/1000 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 23/1000 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 24/1000 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 25/1000 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/1000 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 27/1000 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 28/1000 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 29/1000 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 30/1000 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/1000 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 32/1000 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 33/1000 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 34/1000 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 35/1000 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/1000 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 37/1000 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 38/1000 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 39/1000 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 40/1000 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/1000 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 42/1000 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 43/1000 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 44/1000 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 45/1000 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/1000 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 47/1000 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 48/1000 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 49/1000 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 50/1000 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/1000 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 52/1000 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 53/1000 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 54/1000 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 55/1000 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/1000 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 57/1000 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 58/1000 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 59/1000 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 60/1000 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/1000 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 62/1000 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 63/1000 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 64/1000 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 65/1000 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/1000 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 67/1000 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 68/1000 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 69/1000 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 70/1000 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/1000 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 72/1000 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 73/1000 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 74/1000 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 75/1000 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/1000 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 77/1000 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 78/1000 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 79/1000 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 80/1000 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/1000 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 82/1000 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 83/1000 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 84/1000 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 85/1000 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/1000 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 87/1000 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 88/1000 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 89/1000 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 90/1000 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/1000 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 92/1000 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 93/1000 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 94/1000 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 95/1000 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/1000 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 97/1000 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 98/1000 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 99/1000 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 100/1000 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 101/1000 time [yr]: 20.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 102/1000 time [yr]: 20.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 103/1000 time [yr]: 20.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 104/1000 time [yr]: 20.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 105/1000 time [yr]: 21.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 106/1000 time [yr]: 21.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 107/1000 time [yr]: 21.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 108/1000 time [yr]: 21.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 109/1000 time [yr]: 21.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 110/1000 time [yr]: 22.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 111/1000 time [yr]: 22.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 112/1000 time [yr]: 22.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 113/1000 time [yr]: 22.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 114/1000 time [yr]: 22.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 115/1000 time [yr]: 23.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 116/1000 time [yr]: 23.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 117/1000 time [yr]: 23.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 118/1000 time [yr]: 23.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 119/1000 time [yr]: 23.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 120/1000 time [yr]: 24.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 121/1000 time [yr]: 24.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 122/1000 time [yr]: 24.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 123/1000 time [yr]: 24.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 124/1000 time [yr]: 24.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 125/1000 time [yr]: 25.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 126/1000 time [yr]: 25.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 127/1000 time [yr]: 25.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 128/1000 time [yr]: 25.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 129/1000 time [yr]: 25.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 130/1000 time [yr]: 26.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 131/1000 time [yr]: 26.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 132/1000 time [yr]: 26.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 133/1000 time [yr]: 26.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 134/1000 time [yr]: 26.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 135/1000 time [yr]: 27.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 136/1000 time [yr]: 27.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 137/1000 time [yr]: 27.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 138/1000 time [yr]: 27.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 139/1000 time [yr]: 27.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 140/1000 time [yr]: 28.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 141/1000 time [yr]: 28.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 142/1000 time [yr]: 28.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 143/1000 time [yr]: 28.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 144/1000 time [yr]: 28.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 145/1000 time [yr]: 29.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 146/1000 time [yr]: 29.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 147/1000 time [yr]: 29.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 148/1000 time [yr]: 29.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 149/1000 time [yr]: 29.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 150/1000 time [yr]: 30.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 151/1000 time [yr]: 30.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 152/1000 time [yr]: 30.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 153/1000 time [yr]: 30.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 154/1000 time [yr]: 30.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 155/1000 time [yr]: 31.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 156/1000 time [yr]: 31.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 157/1000 time [yr]: 31.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 158/1000 time [yr]: 31.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 159/1000 time [yr]: 31.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 160/1000 time [yr]: 32.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 161/1000 time [yr]: 32.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 162/1000 time [yr]: 32.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 163/1000 time [yr]: 32.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 164/1000 time [yr]: 32.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 165/1000 time [yr]: 33.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 166/1000 time [yr]: 33.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 167/1000 time [yr]: 33.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 168/1000 time [yr]: 33.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 169/1000 time [yr]: 33.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 170/1000 time [yr]: 34.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 171/1000 time [yr]: 34.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 172/1000 time [yr]: 34.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 173/1000 time [yr]: 34.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 174/1000 time [yr]: 34.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 175/1000 time [yr]: 35.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 176/1000 time [yr]: 35.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 177/1000 time [yr]: 35.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 178/1000 time [yr]: 35.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 179/1000 time [yr]: 35.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 180/1000 time [yr]: 36.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 181/1000 time [yr]: 36.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 182/1000 time [yr]: 36.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 183/1000 time [yr]: 36.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 184/1000 time [yr]: 36.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 185/1000 time [yr]: 37.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 186/1000 time [yr]: 37.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 187/1000 time [yr]: 37.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 188/1000 time [yr]: 37.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 189/1000 time [yr]: 37.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 190/1000 time [yr]: 38.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 191/1000 time [yr]: 38.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 192/1000 time [yr]: 38.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 193/1000 time [yr]: 38.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 194/1000 time [yr]: 38.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 195/1000 time [yr]: 39.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 196/1000 time [yr]: 39.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 197/1000 time [yr]: 39.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 198/1000 time [yr]: 39.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 199/1000 time [yr]: 39.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 200/1000 time [yr]: 40.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 201/1000 time [yr]: 40.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 202/1000 time [yr]: 40.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 203/1000 time [yr]: 40.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 204/1000 time [yr]: 40.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 205/1000 time [yr]: 41.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 206/1000 time [yr]: 41.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 207/1000 time [yr]: 41.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 208/1000 time [yr]: 41.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 209/1000 time [yr]: 41.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 210/1000 time [yr]: 42.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 211/1000 time [yr]: 42.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 212/1000 time [yr]: 42.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 213/1000 time [yr]: 42.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 214/1000 time [yr]: 42.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 215/1000 time [yr]: 43.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 216/1000 time [yr]: 43.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 217/1000 time [yr]: 43.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 218/1000 time [yr]: 43.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 219/1000 time [yr]: 43.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 220/1000 time [yr]: 44.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 221/1000 time [yr]: 44.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 222/1000 time [yr]: 44.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 223/1000 time [yr]: 44.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 224/1000 time [yr]: 44.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 225/1000 time [yr]: 45.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 226/1000 time [yr]: 45.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 227/1000 time [yr]: 45.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 228/1000 time [yr]: 45.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 229/1000 time [yr]: 45.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 230/1000 time [yr]: 46.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 231/1000 time [yr]: 46.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 232/1000 time [yr]: 46.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 233/1000 time [yr]: 46.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 234/1000 time [yr]: 46.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 235/1000 time [yr]: 47.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 236/1000 time [yr]: 47.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 237/1000 time [yr]: 47.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 238/1000 time [yr]: 47.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 239/1000 time [yr]: 47.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 240/1000 time [yr]: 48.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 241/1000 time [yr]: 48.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 242/1000 time [yr]: 48.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 243/1000 time [yr]: 48.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 244/1000 time [yr]: 48.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 245/1000 time [yr]: 49.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 246/1000 time [yr]: 49.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 247/1000 time [yr]: 49.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 248/1000 time [yr]: 49.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 249/1000 time [yr]: 49.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 250/1000 time [yr]: 50.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 251/1000 time [yr]: 50.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 252/1000 time [yr]: 50.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 253/1000 time [yr]: 50.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 254/1000 time [yr]: 50.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 255/1000 time [yr]: 51.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 256/1000 time [yr]: 51.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 257/1000 time [yr]: 51.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 258/1000 time [yr]: 51.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 259/1000 time [yr]: 51.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 260/1000 time [yr]: 52.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 261/1000 time [yr]: 52.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 262/1000 time [yr]: 52.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 263/1000 time [yr]: 52.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 264/1000 time [yr]: 52.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 265/1000 time [yr]: 53.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 266/1000 time [yr]: 53.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 267/1000 time [yr]: 53.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 268/1000 time [yr]: 53.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 269/1000 time [yr]: 53.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 270/1000 time [yr]: 54.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 271/1000 time [yr]: 54.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 272/1000 time [yr]: 54.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 273/1000 time [yr]: 54.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 274/1000 time [yr]: 54.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 275/1000 time [yr]: 55.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 276/1000 time [yr]: 55.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 277/1000 time [yr]: 55.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 278/1000 time [yr]: 55.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 279/1000 time [yr]: 55.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 280/1000 time [yr]: 56.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 281/1000 time [yr]: 56.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 282/1000 time [yr]: 56.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 283/1000 time [yr]: 56.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 284/1000 time [yr]: 56.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 285/1000 time [yr]: 57.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 286/1000 time [yr]: 57.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 287/1000 time [yr]: 57.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 288/1000 time [yr]: 57.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 289/1000 time [yr]: 57.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 290/1000 time [yr]: 58.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 291/1000 time [yr]: 58.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 292/1000 time [yr]: 58.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 293/1000 time [yr]: 58.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 294/1000 time [yr]: 58.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 295/1000 time [yr]: 59.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 296/1000 time [yr]: 59.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 297/1000 time [yr]: 59.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 298/1000 time [yr]: 59.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 299/1000 time [yr]: 59.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 300/1000 time [yr]: 60.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 301/1000 time [yr]: 60.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 302/1000 time [yr]: 60.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 303/1000 time [yr]: 60.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 304/1000 time [yr]: 60.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 305/1000 time [yr]: 61.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 306/1000 time [yr]: 61.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 307/1000 time [yr]: 61.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 308/1000 time [yr]: 61.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 309/1000 time [yr]: 61.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 310/1000 time [yr]: 62.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 311/1000 time [yr]: 62.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 312/1000 time [yr]: 62.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 313/1000 time [yr]: 62.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 314/1000 time [yr]: 62.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 315/1000 time [yr]: 63.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 316/1000 time [yr]: 63.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 317/1000 time [yr]: 63.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 318/1000 time [yr]: 63.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 319/1000 time [yr]: 63.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 320/1000 time [yr]: 64.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 321/1000 time [yr]: 64.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 322/1000 time [yr]: 64.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 323/1000 time [yr]: 64.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 324/1000 time [yr]: 64.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 325/1000 time [yr]: 65.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 326/1000 time [yr]: 65.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 327/1000 time [yr]: 65.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 328/1000 time [yr]: 65.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 329/1000 time [yr]: 65.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 330/1000 time [yr]: 66.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 331/1000 time [yr]: 66.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 332/1000 time [yr]: 66.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 333/1000 time [yr]: 66.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 334/1000 time [yr]: 66.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 335/1000 time [yr]: 67.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 336/1000 time [yr]: 67.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 337/1000 time [yr]: 67.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 338/1000 time [yr]: 67.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 339/1000 time [yr]: 67.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 340/1000 time [yr]: 68.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 341/1000 time [yr]: 68.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 342/1000 time [yr]: 68.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 343/1000 time [yr]: 68.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 344/1000 time [yr]: 68.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 345/1000 time [yr]: 69.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 346/1000 time [yr]: 69.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 347/1000 time [yr]: 69.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 348/1000 time [yr]: 69.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 349/1000 time [yr]: 69.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 350/1000 time [yr]: 70.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 351/1000 time [yr]: 70.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 352/1000 time [yr]: 70.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 353/1000 time [yr]: 70.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 354/1000 time [yr]: 70.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 355/1000 time [yr]: 71.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 356/1000 time [yr]: 71.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 357/1000 time [yr]: 71.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 358/1000 time [yr]: 71.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 359/1000 time [yr]: 71.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 360/1000 time [yr]: 72.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 361/1000 time [yr]: 72.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 362/1000 time [yr]: 72.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 363/1000 time [yr]: 72.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 364/1000 time [yr]: 72.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 365/1000 time [yr]: 73.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 366/1000 time [yr]: 73.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 367/1000 time [yr]: 73.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 368/1000 time [yr]: 73.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 369/1000 time [yr]: 73.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 370/1000 time [yr]: 74.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 371/1000 time [yr]: 74.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 372/1000 time [yr]: 74.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 373/1000 time [yr]: 74.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 374/1000 time [yr]: 74.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 375/1000 time [yr]: 75.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 376/1000 time [yr]: 75.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 377/1000 time [yr]: 75.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 378/1000 time [yr]: 75.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 379/1000 time [yr]: 75.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 380/1000 time [yr]: 76.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 381/1000 time [yr]: 76.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 382/1000 time [yr]: 76.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 383/1000 time [yr]: 76.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 384/1000 time [yr]: 76.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 385/1000 time [yr]: 77.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 386/1000 time [yr]: 77.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 387/1000 time [yr]: 77.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 388/1000 time [yr]: 77.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 389/1000 time [yr]: 77.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 390/1000 time [yr]: 78.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 391/1000 time [yr]: 78.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 392/1000 time [yr]: 78.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 393/1000 time [yr]: 78.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 394/1000 time [yr]: 78.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 395/1000 time [yr]: 79.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 396/1000 time [yr]: 79.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 397/1000 time [yr]: 79.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 398/1000 time [yr]: 79.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 399/1000 time [yr]: 79.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 400/1000 time [yr]: 80.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 401/1000 time [yr]: 80.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 402/1000 time [yr]: 80.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 403/1000 time [yr]: 80.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 404/1000 time [yr]: 80.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 405/1000 time [yr]: 81.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 406/1000 time [yr]: 81.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 407/1000 time [yr]: 81.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 408/1000 time [yr]: 81.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 409/1000 time [yr]: 81.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 410/1000 time [yr]: 82.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 411/1000 time [yr]: 82.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 412/1000 time [yr]: 82.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 413/1000 time [yr]: 82.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 414/1000 time [yr]: 82.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 415/1000 time [yr]: 83.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 416/1000 time [yr]: 83.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 417/1000 time [yr]: 83.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 418/1000 time [yr]: 83.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 419/1000 time [yr]: 83.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 420/1000 time [yr]: 84.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 421/1000 time [yr]: 84.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 422/1000 time [yr]: 84.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 423/1000 time [yr]: 84.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 424/1000 time [yr]: 84.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 425/1000 time [yr]: 85.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 426/1000 time [yr]: 85.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 427/1000 time [yr]: 85.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 428/1000 time [yr]: 85.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 429/1000 time [yr]: 85.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 430/1000 time [yr]: 86.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 431/1000 time [yr]: 86.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 432/1000 time [yr]: 86.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 433/1000 time [yr]: 86.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 434/1000 time [yr]: 86.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 435/1000 time [yr]: 87.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 436/1000 time [yr]: 87.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 437/1000 time [yr]: 87.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 438/1000 time [yr]: 87.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 439/1000 time [yr]: 87.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 440/1000 time [yr]: 88.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 441/1000 time [yr]: 88.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 442/1000 time [yr]: 88.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 443/1000 time [yr]: 88.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 444/1000 time [yr]: 88.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 445/1000 time [yr]: 89.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 446/1000 time [yr]: 89.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 447/1000 time [yr]: 89.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 448/1000 time [yr]: 89.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 449/1000 time [yr]: 89.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 450/1000 time [yr]: 90.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 451/1000 time [yr]: 90.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 452/1000 time [yr]: 90.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 453/1000 time [yr]: 90.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 454/1000 time [yr]: 90.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 455/1000 time [yr]: 91.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 456/1000 time [yr]: 91.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 457/1000 time [yr]: 91.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 458/1000 time [yr]: 91.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 459/1000 time [yr]: 91.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 460/1000 time [yr]: 92.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 461/1000 time [yr]: 92.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 462/1000 time [yr]: 92.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 463/1000 time [yr]: 92.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 464/1000 time [yr]: 92.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 465/1000 time [yr]: 93.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 466/1000 time [yr]: 93.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 467/1000 time [yr]: 93.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 468/1000 time [yr]: 93.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 469/1000 time [yr]: 93.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 470/1000 time [yr]: 94.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 471/1000 time [yr]: 94.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 472/1000 time [yr]: 94.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 473/1000 time [yr]: 94.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 474/1000 time [yr]: 94.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 475/1000 time [yr]: 95.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 476/1000 time [yr]: 95.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 477/1000 time [yr]: 95.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 478/1000 time [yr]: 95.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 479/1000 time [yr]: 95.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 480/1000 time [yr]: 96.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 481/1000 time [yr]: 96.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 482/1000 time [yr]: 96.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 483/1000 time [yr]: 96.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 484/1000 time [yr]: 96.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 485/1000 time [yr]: 97.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 486/1000 time [yr]: 97.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 487/1000 time [yr]: 97.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 488/1000 time [yr]: 97.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 489/1000 time [yr]: 97.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 490/1000 time [yr]: 98.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 491/1000 time [yr]: 98.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 492/1000 time [yr]: 98.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 493/1000 time [yr]: 98.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 494/1000 time [yr]: 98.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 495/1000 time [yr]: 99.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 496/1000 time [yr]: 99.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 497/1000 time [yr]: 99.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 498/1000 time [yr]: 99.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 499/1000 time [yr]: 99.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 500/1000 time [yr]: 100.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 501/1000 time [yr]: 100.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 502/1000 time [yr]: 100.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 503/1000 time [yr]: 100.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 504/1000 time [yr]: 100.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 505/1000 time [yr]: 101.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 506/1000 time [yr]: 101.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 507/1000 time [yr]: 101.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 508/1000 time [yr]: 101.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 509/1000 time [yr]: 101.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 510/1000 time [yr]: 102.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 511/1000 time [yr]: 102.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 512/1000 time [yr]: 102.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 513/1000 time [yr]: 102.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 514/1000 time [yr]: 102.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 515/1000 time [yr]: 103.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 516/1000 time [yr]: 103.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 517/1000 time [yr]: 103.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 518/1000 time [yr]: 103.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 519/1000 time [yr]: 103.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 520/1000 time [yr]: 104.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 521/1000 time [yr]: 104.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 522/1000 time [yr]: 104.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 523/1000 time [yr]: 104.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 524/1000 time [yr]: 104.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 525/1000 time [yr]: 105.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 526/1000 time [yr]: 105.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 527/1000 time [yr]: 105.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 528/1000 time [yr]: 105.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 529/1000 time [yr]: 105.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 530/1000 time [yr]: 106.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 531/1000 time [yr]: 106.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 532/1000 time [yr]: 106.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 533/1000 time [yr]: 106.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 534/1000 time [yr]: 106.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 535/1000 time [yr]: 107.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 536/1000 time [yr]: 107.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 537/1000 time [yr]: 107.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 538/1000 time [yr]: 107.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 539/1000 time [yr]: 107.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 540/1000 time [yr]: 108.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 541/1000 time [yr]: 108.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 542/1000 time [yr]: 108.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 543/1000 time [yr]: 108.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 544/1000 time [yr]: 108.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 545/1000 time [yr]: 109.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 546/1000 time [yr]: 109.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 547/1000 time [yr]: 109.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 548/1000 time [yr]: 109.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 549/1000 time [yr]: 109.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 550/1000 time [yr]: 110.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 551/1000 time [yr]: 110.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 552/1000 time [yr]: 110.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 553/1000 time [yr]: 110.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 554/1000 time [yr]: 110.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 555/1000 time [yr]: 111.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 556/1000 time [yr]: 111.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 557/1000 time [yr]: 111.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 558/1000 time [yr]: 111.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 559/1000 time [yr]: 111.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 560/1000 time [yr]: 112.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 561/1000 time [yr]: 112.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 562/1000 time [yr]: 112.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 563/1000 time [yr]: 112.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 564/1000 time [yr]: 112.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 565/1000 time [yr]: 113.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 566/1000 time [yr]: 113.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 567/1000 time [yr]: 113.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 568/1000 time [yr]: 113.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 569/1000 time [yr]: 113.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 570/1000 time [yr]: 114.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 571/1000 time [yr]: 114.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 572/1000 time [yr]: 114.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 573/1000 time [yr]: 114.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 574/1000 time [yr]: 114.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 575/1000 time [yr]: 115.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 576/1000 time [yr]: 115.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 577/1000 time [yr]: 115.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 578/1000 time [yr]: 115.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 579/1000 time [yr]: 115.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 580/1000 time [yr]: 116.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 581/1000 time [yr]: 116.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 582/1000 time [yr]: 116.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 583/1000 time [yr]: 116.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 584/1000 time [yr]: 116.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 585/1000 time [yr]: 117.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 586/1000 time [yr]: 117.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 587/1000 time [yr]: 117.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 588/1000 time [yr]: 117.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 589/1000 time [yr]: 117.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 590/1000 time [yr]: 118.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 591/1000 time [yr]: 118.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 592/1000 time [yr]: 118.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 593/1000 time [yr]: 118.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 594/1000 time [yr]: 118.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 595/1000 time [yr]: 119.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 596/1000 time [yr]: 119.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 597/1000 time [yr]: 119.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 598/1000 time [yr]: 119.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 599/1000 time [yr]: 119.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 600/1000 time [yr]: 120.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 601/1000 time [yr]: 120.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 602/1000 time [yr]: 120.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 603/1000 time [yr]: 120.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 604/1000 time [yr]: 120.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 605/1000 time [yr]: 121.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 606/1000 time [yr]: 121.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 607/1000 time [yr]: 121.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 608/1000 time [yr]: 121.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 609/1000 time [yr]: 121.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 610/1000 time [yr]: 122.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 611/1000 time [yr]: 122.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 612/1000 time [yr]: 122.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 613/1000 time [yr]: 122.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 614/1000 time [yr]: 122.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 615/1000 time [yr]: 123.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 616/1000 time [yr]: 123.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 617/1000 time [yr]: 123.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 618/1000 time [yr]: 123.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 619/1000 time [yr]: 123.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 620/1000 time [yr]: 124.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 621/1000 time [yr]: 124.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 622/1000 time [yr]: 124.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 623/1000 time [yr]: 124.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 624/1000 time [yr]: 124.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 625/1000 time [yr]: 125.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 626/1000 time [yr]: 125.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 627/1000 time [yr]: 125.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 628/1000 time [yr]: 125.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 629/1000 time [yr]: 125.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 630/1000 time [yr]: 126.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 631/1000 time [yr]: 126.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 632/1000 time [yr]: 126.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 633/1000 time [yr]: 126.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 634/1000 time [yr]: 126.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 635/1000 time [yr]: 127.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 636/1000 time [yr]: 127.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 637/1000 time [yr]: 127.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 638/1000 time [yr]: 127.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 639/1000 time [yr]: 127.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 640/1000 time [yr]: 128.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 641/1000 time [yr]: 128.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 642/1000 time [yr]: 128.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 643/1000 time [yr]: 128.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 644/1000 time [yr]: 128.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 645/1000 time [yr]: 129.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 646/1000 time [yr]: 129.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 647/1000 time [yr]: 129.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 648/1000 time [yr]: 129.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 649/1000 time [yr]: 129.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 650/1000 time [yr]: 130.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 651/1000 time [yr]: 130.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 652/1000 time [yr]: 130.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 653/1000 time [yr]: 130.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 654/1000 time [yr]: 130.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 655/1000 time [yr]: 131.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 656/1000 time [yr]: 131.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 657/1000 time [yr]: 131.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 658/1000 time [yr]: 131.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 659/1000 time [yr]: 131.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 660/1000 time [yr]: 132.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 661/1000 time [yr]: 132.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 662/1000 time [yr]: 132.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 663/1000 time [yr]: 132.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 664/1000 time [yr]: 132.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 665/1000 time [yr]: 133.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 666/1000 time [yr]: 133.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 667/1000 time [yr]: 133.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 668/1000 time [yr]: 133.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 669/1000 time [yr]: 133.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 670/1000 time [yr]: 134.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 671/1000 time [yr]: 134.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 672/1000 time [yr]: 134.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 673/1000 time [yr]: 134.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 674/1000 time [yr]: 134.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 675/1000 time [yr]: 135.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 676/1000 time [yr]: 135.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 677/1000 time [yr]: 135.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 678/1000 time [yr]: 135.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 679/1000 time [yr]: 135.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 680/1000 time [yr]: 136.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 681/1000 time [yr]: 136.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 682/1000 time [yr]: 136.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 683/1000 time [yr]: 136.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 684/1000 time [yr]: 136.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 685/1000 time [yr]: 137.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 686/1000 time [yr]: 137.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 687/1000 time [yr]: 137.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 688/1000 time [yr]: 137.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 689/1000 time [yr]: 137.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 690/1000 time [yr]: 138.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 691/1000 time [yr]: 138.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 692/1000 time [yr]: 138.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 693/1000 time [yr]: 138.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 694/1000 time [yr]: 138.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 695/1000 time [yr]: 139.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 696/1000 time [yr]: 139.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 697/1000 time [yr]: 139.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 698/1000 time [yr]: 139.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 699/1000 time [yr]: 139.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 700/1000 time [yr]: 140.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 701/1000 time [yr]: 140.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 702/1000 time [yr]: 140.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 703/1000 time [yr]: 140.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 704/1000 time [yr]: 140.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 705/1000 time [yr]: 141.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 706/1000 time [yr]: 141.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 707/1000 time [yr]: 141.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 708/1000 time [yr]: 141.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 709/1000 time [yr]: 141.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 710/1000 time [yr]: 142.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 711/1000 time [yr]: 142.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 712/1000 time [yr]: 142.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 713/1000 time [yr]: 142.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 714/1000 time [yr]: 142.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 715/1000 time [yr]: 143.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 716/1000 time [yr]: 143.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 717/1000 time [yr]: 143.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 718/1000 time [yr]: 143.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 719/1000 time [yr]: 143.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 720/1000 time [yr]: 144.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 721/1000 time [yr]: 144.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 722/1000 time [yr]: 144.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 723/1000 time [yr]: 144.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 724/1000 time [yr]: 144.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 725/1000 time [yr]: 145.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 726/1000 time [yr]: 145.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 727/1000 time [yr]: 145.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 728/1000 time [yr]: 145.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 729/1000 time [yr]: 145.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 730/1000 time [yr]: 146.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 731/1000 time [yr]: 146.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 732/1000 time [yr]: 146.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 733/1000 time [yr]: 146.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 734/1000 time [yr]: 146.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 735/1000 time [yr]: 147.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 736/1000 time [yr]: 147.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 737/1000 time [yr]: 147.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 738/1000 time [yr]: 147.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 739/1000 time [yr]: 147.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 740/1000 time [yr]: 148.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 741/1000 time [yr]: 148.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 742/1000 time [yr]: 148.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 743/1000 time [yr]: 148.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 744/1000 time [yr]: 148.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 745/1000 time [yr]: 149.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 746/1000 time [yr]: 149.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 747/1000 time [yr]: 149.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 748/1000 time [yr]: 149.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 749/1000 time [yr]: 149.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 750/1000 time [yr]: 150.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 751/1000 time [yr]: 150.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 752/1000 time [yr]: 150.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 753/1000 time [yr]: 150.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 754/1000 time [yr]: 150.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 755/1000 time [yr]: 151.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 756/1000 time [yr]: 151.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 757/1000 time [yr]: 151.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 758/1000 time [yr]: 151.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 759/1000 time [yr]: 151.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 760/1000 time [yr]: 152.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 761/1000 time [yr]: 152.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 762/1000 time [yr]: 152.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 763/1000 time [yr]: 152.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 764/1000 time [yr]: 152.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 765/1000 time [yr]: 153.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 766/1000 time [yr]: 153.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 767/1000 time [yr]: 153.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 768/1000 time [yr]: 153.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 769/1000 time [yr]: 153.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 770/1000 time [yr]: 154.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 771/1000 time [yr]: 154.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 772/1000 time [yr]: 154.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 773/1000 time [yr]: 154.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 774/1000 time [yr]: 154.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 775/1000 time [yr]: 155.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 776/1000 time [yr]: 155.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 777/1000 time [yr]: 155.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 778/1000 time [yr]: 155.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 779/1000 time [yr]: 155.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 780/1000 time [yr]: 156.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 781/1000 time [yr]: 156.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 782/1000 time [yr]: 156.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 783/1000 time [yr]: 156.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 784/1000 time [yr]: 156.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 785/1000 time [yr]: 157.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 786/1000 time [yr]: 157.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 787/1000 time [yr]: 157.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 788/1000 time [yr]: 157.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 789/1000 time [yr]: 157.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 790/1000 time [yr]: 158.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 791/1000 time [yr]: 158.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 792/1000 time [yr]: 158.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 793/1000 time [yr]: 158.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 794/1000 time [yr]: 158.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 795/1000 time [yr]: 159.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 796/1000 time [yr]: 159.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 797/1000 time [yr]: 159.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 798/1000 time [yr]: 159.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 799/1000 time [yr]: 159.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 800/1000 time [yr]: 160.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 801/1000 time [yr]: 160.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 802/1000 time [yr]: 160.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 803/1000 time [yr]: 160.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 804/1000 time [yr]: 160.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 805/1000 time [yr]: 161.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 806/1000 time [yr]: 161.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 807/1000 time [yr]: 161.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 808/1000 time [yr]: 161.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 809/1000 time [yr]: 161.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 810/1000 time [yr]: 162.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 811/1000 time [yr]: 162.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 812/1000 time [yr]: 162.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 813/1000 time [yr]: 162.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 814/1000 time [yr]: 162.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 815/1000 time [yr]: 163.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 816/1000 time [yr]: 163.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 817/1000 time [yr]: 163.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 818/1000 time [yr]: 163.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 819/1000 time [yr]: 163.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 820/1000 time [yr]: 164.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 821/1000 time [yr]: 164.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 822/1000 time [yr]: 164.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 823/1000 time [yr]: 164.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 824/1000 time [yr]: 164.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 825/1000 time [yr]: 165.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 826/1000 time [yr]: 165.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 827/1000 time [yr]: 165.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 828/1000 time [yr]: 165.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 829/1000 time [yr]: 165.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 830/1000 time [yr]: 166.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 831/1000 time [yr]: 166.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 832/1000 time [yr]: 166.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 833/1000 time [yr]: 166.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 834/1000 time [yr]: 166.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 835/1000 time [yr]: 167.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 836/1000 time [yr]: 167.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 837/1000 time [yr]: 167.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 838/1000 time [yr]: 167.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 839/1000 time [yr]: 167.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 840/1000 time [yr]: 168.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 841/1000 time [yr]: 168.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 842/1000 time [yr]: 168.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 843/1000 time [yr]: 168.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 844/1000 time [yr]: 168.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 845/1000 time [yr]: 169.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 846/1000 time [yr]: 169.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 847/1000 time [yr]: 169.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 848/1000 time [yr]: 169.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 849/1000 time [yr]: 169.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 850/1000 time [yr]: 170.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 851/1000 time [yr]: 170.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 852/1000 time [yr]: 170.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 853/1000 time [yr]: 170.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 854/1000 time [yr]: 170.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 855/1000 time [yr]: 171.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 856/1000 time [yr]: 171.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 857/1000 time [yr]: 171.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 858/1000 time [yr]: 171.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 859/1000 time [yr]: 171.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 860/1000 time [yr]: 172.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 861/1000 time [yr]: 172.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 862/1000 time [yr]: 172.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 863/1000 time [yr]: 172.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 864/1000 time [yr]: 172.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 865/1000 time [yr]: 173.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 866/1000 time [yr]: 173.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 867/1000 time [yr]: 173.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 868/1000 time [yr]: 173.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 869/1000 time [yr]: 173.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 870/1000 time [yr]: 174.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 871/1000 time [yr]: 174.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 872/1000 time [yr]: 174.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 873/1000 time [yr]: 174.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 874/1000 time [yr]: 174.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 875/1000 time [yr]: 175.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 876/1000 time [yr]: 175.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 877/1000 time [yr]: 175.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 878/1000 time [yr]: 175.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 879/1000 time [yr]: 175.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 880/1000 time [yr]: 176.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 881/1000 time [yr]: 176.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 882/1000 time [yr]: 176.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 883/1000 time [yr]: 176.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 884/1000 time [yr]: 176.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 885/1000 time [yr]: 177.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 886/1000 time [yr]: 177.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 887/1000 time [yr]: 177.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 888/1000 time [yr]: 177.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 889/1000 time [yr]: 177.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 890/1000 time [yr]: 178.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 891/1000 time [yr]: 178.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 892/1000 time [yr]: 178.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 893/1000 time [yr]: 178.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 894/1000 time [yr]: 178.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 895/1000 time [yr]: 179.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 896/1000 time [yr]: 179.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 897/1000 time [yr]: 179.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 898/1000 time [yr]: 179.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 899/1000 time [yr]: 179.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 900/1000 time [yr]: 180.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 901/1000 time [yr]: 180.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 902/1000 time [yr]: 180.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 903/1000 time [yr]: 180.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 904/1000 time [yr]: 180.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 905/1000 time [yr]: 181.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 906/1000 time [yr]: 181.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 907/1000 time [yr]: 181.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 908/1000 time [yr]: 181.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 909/1000 time [yr]: 181.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 910/1000 time [yr]: 182.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 911/1000 time [yr]: 182.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 912/1000 time [yr]: 182.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 913/1000 time [yr]: 182.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 914/1000 time [yr]: 182.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 915/1000 time [yr]: 183.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 916/1000 time [yr]: 183.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 917/1000 time [yr]: 183.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 918/1000 time [yr]: 183.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 919/1000 time [yr]: 183.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 920/1000 time [yr]: 184.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 921/1000 time [yr]: 184.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 922/1000 time [yr]: 184.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 923/1000 time [yr]: 184.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 924/1000 time [yr]: 184.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 925/1000 time [yr]: 185.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 926/1000 time [yr]: 185.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 927/1000 time [yr]: 185.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 928/1000 time [yr]: 185.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 929/1000 time [yr]: 185.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 930/1000 time [yr]: 186.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 931/1000 time [yr]: 186.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 932/1000 time [yr]: 186.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 933/1000 time [yr]: 186.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 934/1000 time [yr]: 186.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 935/1000 time [yr]: 187.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 936/1000 time [yr]: 187.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 937/1000 time [yr]: 187.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 938/1000 time [yr]: 187.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 939/1000 time [yr]: 187.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 940/1000 time [yr]: 188.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 941/1000 time [yr]: 188.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 942/1000 time [yr]: 188.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 943/1000 time [yr]: 188.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 944/1000 time [yr]: 188.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 945/1000 time [yr]: 189.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 946/1000 time [yr]: 189.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 947/1000 time [yr]: 189.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 948/1000 time [yr]: 189.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 949/1000 time [yr]: 189.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 950/1000 time [yr]: 190.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 951/1000 time [yr]: 190.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 952/1000 time [yr]: 190.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 953/1000 time [yr]: 190.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 954/1000 time [yr]: 190.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 955/1000 time [yr]: 191.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 956/1000 time [yr]: 191.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 957/1000 time [yr]: 191.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 958/1000 time [yr]: 191.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 959/1000 time [yr]: 191.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 960/1000 time [yr]: 192.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 961/1000 time [yr]: 192.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 962/1000 time [yr]: 192.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 963/1000 time [yr]: 192.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 964/1000 time [yr]: 192.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 965/1000 time [yr]: 193.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 966/1000 time [yr]: 193.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 967/1000 time [yr]: 193.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 968/1000 time [yr]: 193.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 969/1000 time [yr]: 193.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 970/1000 time [yr]: 194.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 971/1000 time [yr]: 194.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 972/1000 time [yr]: 194.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 973/1000 time [yr]: 194.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 974/1000 time [yr]: 194.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 975/1000 time [yr]: 195.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 976/1000 time [yr]: 195.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 977/1000 time [yr]: 195.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 978/1000 time [yr]: 195.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 979/1000 time [yr]: 195.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 980/1000 time [yr]: 196.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 981/1000 time [yr]: 196.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 982/1000 time [yr]: 196.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 983/1000 time [yr]: 196.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 984/1000 time [yr]: 196.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 985/1000 time [yr]: 197.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 986/1000 time [yr]: 197.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 987/1000 time [yr]: 197.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 988/1000 time [yr]: 197.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 989/1000 time [yr]: 197.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 990/1000 time [yr]: 198.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 991/1000 time [yr]: 198.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 992/1000 time [yr]: 198.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 993/1000 time [yr]: 198.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 994/1000 time [yr]: 198.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 995/1000 time [yr]: 199.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 996/1000 time [yr]: 199.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 997/1000 time [yr]: 199.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 998/1000 time [yr]: 199.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 999/1000 time [yr]: 199.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 1000/1000 time [yr]: 200.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.445482
Total Core solution elapsed time: 406.22
Linear solver elapsed time: 207.446 (51%)
Total elapsed time: 0 hrs 6 min 46 sec
loading results from cluster
SUCCESS
Not implemented yet!
+++ Removing old junit reports from: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog/results
+++ Running case: Example-AMR
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Coarse mesh
Construction of a mesh from a given geometry
Step 2: Parameterization
boundary conditions for stressbalance model: spc set as zero
no smb.mass_balance specified: values set as zero
no basalforcings.groundedice_melting_rate specified: values set as zero
no basalforcings.floatingice_melting_rate specified: values set as zero
no balancethickness.thickening_rate specified: values set as zero
no thermal boundary conditions created: no observed temperature found
Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
iteration 1/500 time [yr]: 1.00 (time step: 1.00)
computing smb
computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
[1] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
[0] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...
loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-03-20-2025-11-08-30-52590//mismip.outbin: No such file or directory
[Warning:
============================================================
Binary file mismip.outbin not found!
This typically happens when the run crashed.
Please check for error messages above or in the outlog
============================================================
]
[> In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)]
[Warning: Directory already exists.]
[> In AMRexportVTK (line 17)
In runme (line 68)]
Unrecognized field name "TransientSolution".
Error in AMRexportVTK (line 62)
if(isfield(model.results.TransientSolution,'MeshElements'))
Error in runme (line 68)
AMRexportVTK('./VTK',md);FAILURE
+++ exit code: 0
+++ error: 0
+++ Running case: Example-AMR
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Coarse mesh
Construction of a mesh from a given geometry
Step 2: Parameterization
boundary conditions for stressbalance model: spc set as zero
no smb.mass_balance specified: values set as zero
no basalforcings.groundedice_melting_rate specified: values set as zero
no basalforcings.floatingice_melting_rate specified: values set as zero
no balancethickness.thickening_rate specified: values set as zero
no thermal boundary conditions created: no observed temperature found
Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
iteration 1/500 time [yr]: 1.00 (time step: 1.00)
computing smb
computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
[1] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
[0] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...
loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-03-20-2025-11-08-30-52590//mismip.outbin: No such file or directory
[Warning:
============================================================
Binary file mismip.outbin not found!
This typically happens when the run crashed.
Please check for error messages above or in the outlog
============================================================
]
[> In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)]
[Warning: Directory already exists.]
[> In AMRexportVTK (line 17)
In runme (line 68)]
Unrecognized field name "TransientSolution".
Error in AMRexportVTK (line 62)
if(isfield(model.results.TransientSolution,'MeshElements'))
Error in runme (line 68)
AMRexportVTK('./VTK',md);FAILURE
+++ exit code: 0
+++ error: 1
+++ Running case: Example-EsaGRACE
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Global mesh creation
Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-2e8c8d7, 1 node, max. 1 thread]
Info : Started on Thu Mar 20 11:08:56 2025
Info : Reading 'sphere.geo'...
Info : Done reading 'sphere.geo'
Info : Meshing 1D...
Info : [ 0%] Meshing curve 1 (Circle)
Info : [ 10%] Meshing curve 2 (Circle)
Info : [ 20%] Meshing curve 3 (Circle)
Info : [ 30%] Meshing curve 4 (Circle)
Info : [ 40%] Meshing curve 5 (Circle)
Info : [ 50%] Meshing curve 6 (Circle)
Info : [ 50%] Meshing curve 7 (Circle)
Info : [ 60%] Meshing curve 8 (Circle)
Info : [ 70%] Meshing curve 9 (Circle)
Info : [ 80%] Meshing curve 10 (Circle)
Info : [ 90%] Meshing curve 11 (Circle)
Info : [100%] Meshing curve 12 (Circle)
Info : Done meshing 1D (Wall 0.0021209s, CPU 0.001949s)
Info : Meshing 2D...
Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt)
Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info : Done meshing 2D (Wall 50.7309s, CPU 31.7984s)
Info : 7669 nodes 15747 elements
Info : Writing 'sphere.msh'...
Info : Done writing 'sphere.msh'
Info : Stopped on Thu Mar 20 11:09:47 2025 (From start: Wall 50.8479s, CPU 31.889s)
gmtmask: num vertices 7668
gmtmask: done
Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
Step 3: Parameterization
Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.358385
Total Core solution elapsed time: 19.7604
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 5: Plot solutions
SUCCESS
+++ exit code: 0
+++ error: 0
+++ Running case: Example-EsaGRACE
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Global mesh creation
Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-2e8c8d7, 1 node, max. 1 thread]
Info : Started on Thu Mar 20 11:08:56 2025
Info : Reading 'sphere.geo'...
Info : Done reading 'sphere.geo'
Info : Meshing 1D...
Info : [ 0%] Meshing curve 1 (Circle)
Info : [ 10%] Meshing curve 2 (Circle)
Info : [ 20%] Meshing curve 3 (Circle)
Info : [ 30%] Meshing curve 4 (Circle)
Info : [ 40%] Meshing curve 5 (Circle)
Info : [ 50%] Meshing curve 6 (Circle)
Info : [ 50%] Meshing curve 7 (Circle)
Info : [ 60%] Meshing curve 8 (Circle)
Info : [ 70%] Meshing curve 9 (Circle)
Info : [ 80%] Meshing curve 10 (Circle)
Info : [ 90%] Meshing curve 11 (Circle)
Info : [100%] Meshing curve 12 (Circle)
Info : Done meshing 1D (Wall 0.0021209s, CPU 0.001949s)
Info : Meshing 2D...
Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt)
Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info : Done meshing 2D (Wall 50.7309s, CPU 31.7984s)
Info : 7669 nodes 15747 elements
Info : Writing 'sphere.msh'...
Info : Done writing 'sphere.msh'
Info : Stopped on Thu Mar 20 11:09:47 2025 (From start: Wall 50.8479s, CPU 31.889s)
gmtmask: num vertices 7668
gmtmask: done
Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
Step 3: Parameterization
Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.358385
Total Core solution elapsed time: 19.7604
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 5: Plot solutions
SUCCESS
+++ exit code: 0
+++ error: 0
+++ Running case: Example-EsaWahr
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 4207
Step 3: Define loads
Step 4: Parameterization
Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.384038
Total Core solution elapsed time: 1.56162
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 6: Plot solutions
Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
+++ exit code: 0
+++ error: 0
+++ Running case: Example-EsaWahr
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 4207
Step 3: Define loads
Step 4: Parameterization
Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.384038
Total Core solution elapsed time: 1.56162
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 6: Plot solutions
Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
+++ exit code: 0
+++ error: 0
+++ Running case: Example-Greenland
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 6345
Step 2: Parameterization
Loading SeaRISE data from NetCDF
Interpolating surface and bedrock
Constructing thickness
Interpolating velocities
Interpolating temperatures
Interpolating surface mass balance
Construct basal friction parameters
Construct ice rheological properties
Set other boundary conditions
Set geothermal heat flux
Set Pressure
Single point constraints
Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
preparing initial solution
x | Cost function f(x) | List of contributions
====================== step 1/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 59172.79 | 7092.887 52079.9 6.085212e-32
x = 1 | f(x) = 50954.87 | 3600.244 47354.58 0.04587451
====================== step 2/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 50953.45 | 3598.809 47354.6 0.04587451
x = 1 | f(x) = 44978.74 | 2137.679 42840.82 0.2370654
====================== step 3/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44987.02 | 2146.197 42840.58 0.2370654
x = 1 | f(x) = 44425.8 | 2044.873 42380.66 0.2722667
====================== step 4/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44432.36 | 2051.851 42380.24 0.2722667
x = 1 | f(x) = 42775.97 | 1747.394 41028.16 0.4148691
====================== step 5/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 42783.98 | 1756.726 41026.84 0.4148691
x = 1 | f(x) = 41876.1 | 1659.336 40216.23 0.5302616
====================== step 6/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 41885.98 | 1670.347 40215.1 0.5302616
x = 1 | f(x) = 40869.39 | 1561.173 39307.52 0.6932322
====================== step 7/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 40870.91 | 1563.273 39306.95 0.6932322
x = 1 | f(x) = 39697.76 | 1338.256 38358.58 0.9236775
====================== step 8/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39697.43 | 1338.655 38357.85 0.9236775
x = 1 | f(x) = 39040.22 | 1208.675 37830.47 1.071791
====================== step 9/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39039.49 | 1208.558 37829.86 1.071791
x = 1 | f(x) = 38556.09 | 1126.764 37428.13 1.191478
====================== step 10/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38552.98 | 1124.507 37427.28 1.191478
x = 1 | f(x) = 38121.56 | 1092.495 37027.74 1.3288
====================== step 11/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38122.77 | 1094.958 37026.49 1.3288
x = 1 | f(x) = 37729.41 | 1149.628 36578.29 1.493932
====================== step 12/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37740.46 | 1159.142 36579.82 1.493932
x = 1 | f(x) = 37487.92 | 1087.186 36399.14 1.592633
x = 0.381966 | f(x) = 37611.19 | 1112.303 36497.36 1.529775
x = 0.618034 | f(x) = 37561.1 | 1101.089 36458.46 1.55338
x = 0.763932 | f(x) = 37530.94 | 1093.798 36435.58 1.568476
x = 0.854102 | f(x) = 37512.65 | 1089.499 36421.58 1.577683
x = 0.90983 | f(x) = 37501.45 | 1086.979 36412.88 1.583344
====================== step 13/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37484.86 | 1084.592 36398.67 1.592633
x = 1 | f(x) = 37022.46 | 1018.285 36002.41 1.768007
====================== step 14/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37030.9 | 1026.085 36003.05 1.768007
x = 1 | f(x) = 36814.89 | 1058.135 35754.9 1.859438
x = 0.381966 | f(x) = 36898.13 | 989.5907 35906.74 1.799676
x = 0.618034 | f(x) = 36853.98 | 1003.884 35848.28 1.821225
x = 0.763932 | f(x) = 36838.62 | 1025.038 35811.75 1.835325
x = 0.937069 | f(x) = 36824.08 | 1052.478 35769.75 1.852853
x = 0.870937 | f(x) = 36839.21 | 1051.966 35785.4 1.846056
====================== step 15/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36824.8 | 1068.389 35754.55 1.859438
x = 1 | f(x) = 36559.07 | 954.0377 35603.09 1.936544
x = 0.381966 | f(x) = 36711.5 | 1017.403 35692.21 1.887487
x = 0.618034 | f(x) = 36653.71 | 995.7569 35656.05 1.905392
x = 0.763932 | f(x) = 36614.76 | 978.0481 35634.8 1.916939
x = 0.854102 | f(x) = 36589.85 | 965.9689 35621.95 1.92432
x = 0.90983 | f(x) = 36574.06 | 958.1749 35613.95 1.928974
====================== step 16/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36552.27 | 948.6767 35601.65 1.936544
x = 1 | f(x) = 36368.74 | 909.4905 35457.24 2.009954
x = 0.381966 | f(x) = 36450.66 | 912.2196 35536.48 1.964688
x = 0.618034 | f(x) = 36415.28 | 905.8741 35507.42 1.981913
x = 0.763932 | f(x) = 36394.68 | 904.2792 35488.41 1.992565
x = 0.854102 | f(x) = 36384.31 | 906.0028 35476.31 1.999281
x = 0.90983 | f(x) = 36379.73 | 908.9319 35468.79 2.003357
====================== step 17/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36373.34 | 914.7542 35456.58 2.009954
x = 1 | f(x) = 36229.12 | 957.6674 35269.34 2.111313
x = 0.381966 | f(x) = 36289.06 | 905.1848 35381.82 2.046875
x = 0.618034 | f(x) = 36257.86 | 916.5034 35339.28 2.070593
x = 0.763932 | f(x) = 36247.49 | 932.6872 35312.72 2.085785
x = 0.913021 | f(x) = 36239.38 | 951.6387 35285.64 2.101794
x = 0.856074 | f(x) = 36249.62 | 951.977 35295.55 2.095621
====================== step 18/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36238.23 | 966.1893 35269.93 2.111313
x = 1 | f(x) = 36005.81 | 893.306 35110.31 2.18899
x = 0.381966 | f(x) = 36142.54 | 929.6447 35210.76 2.139784
x = 0.618034 | f(x) = 36093.23 | 916.1558 35174.92 2.158128
x = 0.763932 | f(x) = 36058.58 | 905.5225 35150.89 2.169751
x = 0.854102 | f(x) = 36036.9 | 898.7214 35136 2.177043
x = 0.90983 | f(x) = 36023.73 | 894.6151 35126.93 2.18159
====================== step 19/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36005.22 | 890.2107 35112.82 2.18899
x = 1 | f(x) = 35868.42 | 869.9581 34996.18 2.287732
x = 0.381966 | f(x) = 35911.39 | 860.1821 35048.98 2.225541
x = 0.618034 | f(x) = 35893.04 | 858.0691 35032.72 2.249067
x = 0.763932 | f(x) = 35881.94 | 859.7353 35019.94 2.263658
x = 0.854102 | f(x) = 35877.04 | 863.763 35011.01 2.272799
x = 0.90983 | f(x) = 35875.47 | 868.0771 35005.11 2.278502
====================== step 20/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35873.35 | 875.6681 34995.4 2.287732
x = 1 | f(x) = 35723.35 | 910.5513 34810.43 2.374027
x = 0.381966 | f(x) = 35789.66 | 860.5594 34926.79 2.319061
x = 0.618034 | f(x) = 35757.04 | 868.789 34885.91 2.339232
x = 0.763932 | f(x) = 35744.03 | 883.7317 34857.95 2.352231
x = 0.854102 | f(x) = 35739.94 | 897.5494 34840.03 2.360435
x = 0.930997 | f(x) = 35737.52 | 910.28 34824.87 2.367548
====================== step 21/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35735.84 | 922.2347 34811.23 2.374027
x = 1 | f(x) = 35602.51 | 870.7784 34729.3 2.423398
x = 0.381966 | f(x) = 35668.82 | 880.0971 34786.33 2.391628
x = 0.618034 | f(x) = 35644.9 | 872.7159 34769.79 2.403223
x = 0.763932 | f(x) = 35629.08 | 870.0702 34756.6 2.410606
x = 0.854102 | f(x) = 35618.25 | 868.4465 34747.39 2.415368
x = 0.90983 | f(x) = 35610.89 | 867.4925 34740.98 2.418388
====================== step 22/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35599.85 | 867.5045 34729.92 2.423398
x = 1 | f(x) = 35435.33 | 841.7746 34591.04 2.515761
x = 0.381966 | f(x) = 35503.09 | 830.83 34669.8 2.457304
x = 0.618034 | f(x) = 35463.09 | 825.8312 34634.77 2.479098
x = 0.763932 | f(x) = 35440.81 | 828.0732 34610.24 2.492898
x = 0.854102 | f(x) = 35432.56 | 834.5397 34595.51 2.501553
x = 0.90983 | f(x) = 35438.35 | 841.9242 34593.91 2.50695
====================== step 23/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35439.26 | 840.4865 34596.27 2.501553
x = 1 | f(x) = 35377.76 | 827.9221 34547.29 2.55107
x = 0.381966 | f(x) = 35416.76 | 819.8319 34594.41 2.518729
x = 0.618034 | f(x) = 35399.79 | 819.4098 34577.85 2.530419
x = 0.763932 | f(x) = 35393.8 | 822.2265 34569.04 2.538053
x = 0.944307 | f(x) = 35386.99 | 828.333 34556.11 2.547925
x = 0.87541 | f(x) = 35393.31 | 829.0394 34561.73 2.544098
====================== step 24/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35389.04 | 833.3278 34553.17 2.55107
x = 1 | f(x) = 35252.07 | 814.3331 34435.09 2.649672
x = 0.381966 | f(x) = 35317.08 | 812.9778 34501.52 2.588142
x = 0.618034 | f(x) = 35288.37 | 809.7173 34476.04 2.611629
x = 0.763932 | f(x) = 35271.32 | 809.3562 34459.34 2.626302
x = 0.854102 | f(x) = 35263.63 | 811.188 34449.81 2.635227
x = 0.90983 | f(x) = 35260.57 | 813.8448 34444.09 2.640721
====================== step 25/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35256.61 | 818.8752 34435.08 2.649672
x = 1 | f(x) = 35162.53 | 858.2907 34301.5 2.73567
x = 0.381966 | f(x) = 35180.62 | 812.9341 34365.01 2.68086
x = 0.618034 | f(x) = 35153.13 | 821.9682 34328.46 2.701316
x = 0.763932 | f(x) = 35158.4 | 837.0526 34318.63 2.71414
x = 0.645766 | f(x) = 35167.63 | 833.393 34331.53 2.703722
x = 0.527864 | f(x) = 35170.22 | 824.2439 34343.28 2.693578
====================== step 26/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35160.91 | 827.0899 34331.12 2.701316
x = 1 | f(x) = 35121.47 | 799.6855 34319.05 2.727657
x = 0.381966 | f(x) = 35148.31 | 811.725 34333.88 2.71051
x = 0.618034 | f(x) = 35139.87 | 807.5913 34329.56 2.716718
x = 0.763932 | f(x) = 35133.07 | 803.7544 34326.6 2.720766
x = 0.854102 | f(x) = 35127.96 | 801.0194 34324.22 2.723348
x = 0.90983 | f(x) = 35124.32 | 799.2132 34322.38 2.724975
====================== step 27/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35118.96 | 797.305 34318.93 2.727657
x = 1 | f(x) = 34992.05 | 809.2472 34179.97 2.832721
x = 0.381966 | f(x) = 35054.05 | 790.9419 34260.34 2.766209
x = 0.618034 | f(x) = 35029.2 | 793.4464 34232.97 2.790908
x = 0.763932 | f(x) = 35015.13 | 799.2223 34213.1 2.80661
x = 0.854102 | f(x) = 35009.12 | 806.1049 34200.2 2.81648
x = 0.90983 | f(x) = 35007.41 | 812.5974 34191.99 2.822644
====================== step 28/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35004.35 | 822.0411 34179.48 2.832721
x = 1 | f(x) = 34934.9 | 806.5687 34125.46 2.869485
x = 0.381966 | f(x) = 34947.2 | 786.7818 34157.57 2.846443
x = 0.618034 | f(x) = 34937.16 | 788.8945 34145.41 2.855019
x = 0.763932 | f(x) = 34935.74 | 795.0432 34137.83 2.860428
x = 0.748026 | f(x) = 34937.97 | 796.5485 34138.56 2.859834
x = 0.854102 | f(x) = 34938.6 | 802.5743 34133.17 2.863834
====================== step 29/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34941.33 | 812.7692 34125.69 2.869485
x = 1 | f(x) = 34824.81 | 779.577 34042.3 2.935666
x = 0.381966 | f(x) = 34880.07 | 788.15 34089.03 2.89441
x = 0.618034 | f(x) = 34858.62 | 784.1191 34071.59 2.90999
x = 0.763932 | f(x) = 34843.91 | 780.8731 34060.12 2.919772
x = 0.854102 | f(x) = 34835.36 | 779.3904 34053.04 2.925865
x = 0.90983 | f(x) = 34830.77 | 779.045 34048.79 2.929592
====================== step 30/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34824.94 | 779.6844 34042.32 2.935666
x = 1 | f(x) = 34721.73 | 773.8267 33944.89 3.012808
x = 0.381966 | f(x) = 34777.79 | 771.9958 34002.83 2.964691
x = 0.618034 | f(x) = 34756.77 | 772.5238 33981.26 2.983068
x = 0.763932 | f(x) = 34743.46 | 772.8125 33967.65 2.994353
x = 0.854102 | f(x) = 34735.33 | 773.2103 33959.12 3.001395
x = 0.90983 | f(x) = 34730.47 | 773.6127 33953.85 3.005758
preparing final solution
computing new velocity
write lock file:
FemModel initialization elapsed time: 0.23601
Total Core solution elapsed time: 115.457
Linear solver elapsed time: 58.5535 (51%)
Total elapsed time: 0 hrs 1 min 55 sec
loading results from cluster
Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/100 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46404e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 41.3708 > 1 %
Convergence criterion: norm(du)/norm(u) 63.1699 > 10 %
Convergence criterion: max(du) 0.000157051
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59081e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 3.67351 > 1 %
Convergence criterion: norm(du)/norm(u) 7.15753 < 10 %
Convergence criterion: max(du) 8.86618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5658e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 1.1092 > 1 %
Convergence criterion: norm(du)/norm(u) 2.86501 < 10 %
Convergence criterion: max(du) 5.14913e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69039e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.445176 < 1 %
Convergence criterion: norm(du)/norm(u) 1.23495 < 10 %
Convergence criterion: max(du) 2.12084e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 4
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87799e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/100 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45763e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.399757 < 1 %
Convergence criterion: norm(du)/norm(u) 13.1945 > 10 %
Convergence criterion: max(du) 3.38382e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4907e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.11105 < 1 %
Convergence criterion: norm(du)/norm(u) 3.36465 < 10 %
Convergence criterion: max(du) 9.83262e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 3/100 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37074e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.271719 < 1 %
Convergence criterion: norm(du)/norm(u) 11.191 > 10 %
Convergence criterion: max(du) 3.27282e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0760363 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86693 < 10 %
Convergence criterion: max(du) 1.51075e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51134e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 4/100 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.60221e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.213589 < 1 %
Convergence criterion: norm(du)/norm(u) 12.8772 > 10 %
Convergence criterion: max(du) 4.34405e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41043e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0615833 < 1 %
Convergence criterion: norm(du)/norm(u) 4.90567 < 10 %
Convergence criterion: max(du) 2.25824e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.95961e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 5/100 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.90946e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.179809 < 1 %
Convergence criterion: norm(du)/norm(u) 13.2229 > 10 %
Convergence criterion: max(du) 4.70946e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37056e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519109 < 1 %
Convergence criterion: norm(du)/norm(u) 5.45808 < 10 %
Convergence criterion: max(du) 2.79437e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86813e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/100 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.39508e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.158264 < 1 %
Convergence criterion: norm(du)/norm(u) 11.3868 > 10 %
Convergence criterion: max(du) 4.73352e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54121e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0451186 < 1 %
Convergence criterion: norm(du)/norm(u) 4.99289 < 10 %
Convergence criterion: max(du) 2.8096e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06949e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 7/100 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69237e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.143012 < 1 %
Convergence criterion: norm(du)/norm(u) 8.50213 < 10 %
Convergence criterion: max(du) 4.06825e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.728e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 8/100 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43192e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.153016 < 1 %
Convergence criterion: norm(du)/norm(u) 7.82694 < 10 %
Convergence criterion: max(du) 4.16491e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91697e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 9/100 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56217e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.148856 < 1 %
Convergence criterion: norm(du)/norm(u) 6.42605 < 10 %
Convergence criterion: max(du) 3.71472e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68563e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 10/100 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56029e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.141791 < 1 %
Convergence criterion: norm(du)/norm(u) 5.02052 < 10 %
Convergence criterion: max(du) 3.04603e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32425e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/100 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54422e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.13502 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86385 < 10 %
Convergence criterion: max(du) 2.37104e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.76992e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 12/100 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49877e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.129412 < 1 %
Convergence criterion: norm(du)/norm(u) 3.00081 < 10 %
Convergence criterion: max(du) 1.79944e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 13/100 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40897e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.124913 < 1 %
Convergence criterion: norm(du)/norm(u) 2.38997 < 10 %
Convergence criterion: max(du) 1.36478e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78586e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 14/100 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.79052e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.121223 < 1 %
Convergence criterion: norm(du)/norm(u) 1.9659 < 10 %
Convergence criterion: max(du) 1.05699e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75427e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 15/100 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54084e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.118074 < 1 %
Convergence criterion: norm(du)/norm(u) 1.66976 < 10 %
Convergence criterion: max(du) 9.1337e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82466e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/100 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.30611e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.115284 < 1 %
Convergence criterion: norm(du)/norm(u) 1.45708 < 10 %
Convergence criterion: max(du) 8.1738e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87497e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 17/100 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46057e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.112745 < 1 %
Convergence criterion: norm(du)/norm(u) 1.297 < 10 %
Convergence criterion: max(du) 7.33628e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.24987e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 18/100 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.110393 < 1 %
Convergence criterion: norm(du)/norm(u) 1.17083 < 10 %
Convergence criterion: max(du) 6.60735e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.23038e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 19/100 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64942e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.108194 < 1 %
Convergence criterion: norm(du)/norm(u) 1.06717 < 10 %
Convergence criterion: max(du) 5.97282e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92811e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 20/100 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48447e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.106124 < 1 %
Convergence criterion: norm(du)/norm(u) 0.979261 < 10 %
Convergence criterion: max(du) 5.42077e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86916e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/100 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52258e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.104166 < 1 %
Convergence criterion: norm(du)/norm(u) 0.903174 < 10 %
Convergence criterion: max(du) 4.94327e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06389e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 22/100 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52633e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.102306 < 1 %
Convergence criterion: norm(du)/norm(u) 0.836364 < 10 %
Convergence criterion: max(du) 4.52671e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60352e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 23/100 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.512e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.100537 < 1 %
Convergence criterion: norm(du)/norm(u) 0.777527 < 10 %
Convergence criterion: max(du) 4.16579e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.88693e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 24/100 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43228e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0988586 < 1 %
Convergence criterion: norm(du)/norm(u) 0.725746 < 10 %
Convergence criterion: max(du) 3.85353e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08658e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 25/100 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53843e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0972602 < 1 %
Convergence criterion: norm(du)/norm(u) 0.680828 < 10 %
Convergence criterion: max(du) 3.58316e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91018e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/100 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49684e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0957358 < 1 %
Convergence criterion: norm(du)/norm(u) 0.64155 < 10 %
Convergence criterion: max(du) 3.34846e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8676e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 27/100 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66515e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0942815 < 1 %
Convergence criterion: norm(du)/norm(u) 0.606878 < 10 %
Convergence criterion: max(du) 3.14378e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 28/100 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.93749e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.092891 < 1 %
Convergence criterion: norm(du)/norm(u) 0.576104 < 10 %
Convergence criterion: max(du) 2.9642e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.48809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 29/100 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.6501e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0915598 < 1 %
Convergence criterion: norm(du)/norm(u) 0.548659 < 10 %
Convergence criterion: max(du) 2.80542e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 30/100 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.67551e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0902828 < 1 %
Convergence criterion: norm(du)/norm(u) 0.524017 < 10 %
Convergence criterion: max(du) 2.66384e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.99277e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/100 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61093e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0890554 < 1 %
Convergence criterion: norm(du)/norm(u) 0.501705 < 10 %
Convergence criterion: max(du) 2.53645e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71052e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 32/100 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63122e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0878746 < 1 %
Convergence criterion: norm(du)/norm(u) 0.48155 < 10 %
Convergence criterion: max(du) 2.42277e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.62479e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 33/100 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.71224e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.086737 < 1 %
Convergence criterion: norm(du)/norm(u) 0.462937 < 10 %
Convergence criterion: max(du) 2.31732e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87959e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 34/100 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55623e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0856397 < 1 %
Convergence criterion: norm(du)/norm(u) 0.445761 < 10 %
Convergence criterion: max(du) 2.21989e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68339e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 35/100 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0845798 < 1 %
Convergence criterion: norm(du)/norm(u) 0.429911 < 10 %
Convergence criterion: max(du) 2.12972e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8839e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/100 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77268e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0835546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.415232 < 10 %
Convergence criterion: max(du) 2.04546e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94192e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 37/100 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66783e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0825623 < 1 %
Convergence criterion: norm(du)/norm(u) 0.401629 < 10 %
Convergence criterion: max(du) 1.96618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92448e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 38/100 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5013e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0816006 < 1 %
Convergence criterion: norm(du)/norm(u) 0.388956 < 10 %
Convergence criterion: max(du) 1.89117e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.81535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 39/100 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0806678 < 1 %
Convergence criterion: norm(du)/norm(u) 0.377139 < 10 %
Convergence criterion: max(du) 1.81995e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.55524e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 40/100 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0797624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.366063 < 10 %
Convergence criterion: max(du) 1.75211e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78666e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/100 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37632e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0788835 < 1 %
Convergence criterion: norm(du)/norm(u) 0.355659 < 10 %
Convergence criterion: max(du) 1.68726e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 42/100 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58487e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0780297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.345829 < 10 %
Convergence criterion: max(du) 1.6253e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79736e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 43/100 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47831e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0772001 < 1 %
Convergence criterion: norm(du)/norm(u) 0.336531 < 10 %
Convergence criterion: max(du) 1.56612e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85086e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 44/100 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61059e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0763938 < 1 %
Convergence criterion: norm(du)/norm(u) 0.32771 < 10 %
Convergence criterion: max(du) 1.50946e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32998e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 45/100 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54894e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0756097 < 1 %
Convergence criterion: norm(du)/norm(u) 0.319321 < 10 %
Convergence criterion: max(du) 1.45515e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91256e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/100 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40265e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0748471 < 1 %
Convergence criterion: norm(du)/norm(u) 0.31129 < 10 %
Convergence criterion: max(du) 1.40307e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.29239e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 47/100 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47552e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0741051 < 1 %
Convergence criterion: norm(du)/norm(u) 0.30364 < 10 %
Convergence criterion: max(du) 1.37128e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 48/100 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48948e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.073383 < 1 %
Convergence criterion: norm(du)/norm(u) 0.296291 < 10 %
Convergence criterion: max(du) 1.34222e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.80278e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 49/100 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55493e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0726801 < 1 %
Convergence criterion: norm(du)/norm(u) 0.289284 < 10 %
Convergence criterion: max(du) 1.31406e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 50/100 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46177e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0719963 < 1 %
Convergence criterion: norm(du)/norm(u) 0.282581 < 10 %
Convergence criterion: max(du) 1.28675e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.69655e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/100 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5188e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0713309 < 1 %
Convergence criterion: norm(du)/norm(u) 0.276151 < 10 %
Convergence criterion: max(du) 1.26026e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84683e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 52/100 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.57832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0706796 < 1 %
Convergence criterion: norm(du)/norm(u) 0.26739 < 10 %
Convergence criterion: max(du) 1.21537e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68152e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 53/100 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59577e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0700458 < 1 %
Convergence criterion: norm(du)/norm(u) 0.258642 < 10 %
Convergence criterion: max(du) 1.16725e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73905e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 54/100 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.50832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0694293 < 1 %
Convergence criterion: norm(du)/norm(u) 0.250216 < 10 %
Convergence criterion: max(du) 1.11931e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.49549e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 55/100 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55136e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0688297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.242157 < 10 %
Convergence criterion: max(du) 1.07263e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91646e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/100 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49982e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0682463 < 1 %
Convergence criterion: norm(du)/norm(u) 0.23445 < 10 %
Convergence criterion: max(du) 1.02753e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92199e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 57/100 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49335e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0676784 < 1 %
Convergence criterion: norm(du)/norm(u) 0.227068 < 10 %
Convergence criterion: max(du) 9.84044e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94663e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 58/100 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63716e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0671247 < 1 %
Convergence criterion: norm(du)/norm(u) 0.219985 < 10 %
Convergence criterion: max(du) 9.42132e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 59/100 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.391e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0665845 < 1 %
Convergence criterion: norm(du)/norm(u) 0.21316 < 10 %
Convergence criterion: max(du) 9.0172e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.77305e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 60/100 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56356e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0660567 < 1 %
Convergence criterion: norm(du)/norm(u) 0.20661 < 10 %
Convergence criterion: max(du) 8.62729e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.34128e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/100 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66591e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0655402 < 1 %
Convergence criterion: norm(du)/norm(u) 0.200294 < 10 %
Convergence criterion: max(du) 8.2509e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70756e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 62/100 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68841e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0650338 < 1 %
Convergence criterion: norm(du)/norm(u) 0.1942 < 10 %
Convergence criterion: max(du) 7.88736e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.11314e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 63/100 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61973e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0645367 < 1 %
Convergence criterion: norm(du)/norm(u) 0.188286 < 10 %
Convergence criterion: max(du) 7.5361e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84297e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 64/100 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73626e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0640481 < 1 %
Convergence criterion: norm(du)/norm(u) 0.182643 < 10 %
Convergence criterion: max(du) 7.19656e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 65/100 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51546e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0635679 < 1 %
Convergence criterion: norm(du)/norm(u) 0.177209 < 10 %
Convergence criterion: max(du) 6.86827e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.27336e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/100 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63383e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0630947 < 1 %
Convergence criterion: norm(du)/norm(u) 0.171982 < 10 %
Convergence criterion: max(du) 6.55079e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66464e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 67/100 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.62677e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0626284 < 1 %
Convergence criterion: norm(du)/norm(u) 0.166923 < 10 %
Convergence criterion: max(du) 6.24369e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06822e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 68/100 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.76063e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0621691 < 1 %
Convergence criterion: norm(du)/norm(u) 0.162067 < 10 %
Convergence criterion: max(du) 5.94661e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6617e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 69/100 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69567e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0617167 < 1 %
Convergence criterion: norm(du)/norm(u) 0.157415 < 10 %
Convergence criterion: max(du) 5.65919e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71945e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 70/100 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49527e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0612709 < 1 %
Convergence criterion: norm(du)/norm(u) 0.152942 < 10 %
Convergence criterion: max(du) 5.3811e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/100 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0608319 < 1 %
Convergence criterion: norm(du)/norm(u) 0.148626 < 10 %
Convergence criterion: max(du) 5.11201e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 72/100 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53007e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0603994 < 1 %
Convergence criterion: norm(du)/norm(u) 0.144495 < 10 %
Convergence criterion: max(du) 4.85161e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.21898e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 73/100 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41734e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0599736 < 1 %
Convergence criterion: norm(du)/norm(u) 0.140536 < 10 %
Convergence criterion: max(du) 4.59963e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.15514e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 74/100 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0595548 < 1 %
Convergence criterion: norm(du)/norm(u) 0.136735 < 10 %
Convergence criterion: max(du) 4.38178e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.47695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 75/100 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49442e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0591427 < 1 %
Convergence criterion: norm(du)/norm(u) 0.133098 < 10 %
Convergence criterion: max(du) 4.18998e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83282e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/100 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5358e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0587374 < 1 %
Convergence criterion: norm(du)/norm(u) 0.129501 < 10 %
Convergence criterion: max(du) 4.00491e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.07323e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 77/100 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58153e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0583389 < 1 %
Convergence criterion: norm(du)/norm(u) 0.126142 < 10 %
Convergence criterion: max(du) 3.82626e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.56374e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 78/100 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49176e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0579472 < 1 %
Convergence criterion: norm(du)/norm(u) 0.122977 < 10 %
Convergence criterion: max(du) 3.65375e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75301e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 79/100 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43233e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0575624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.119979 < 10 %
Convergence criterion: max(du) 3.48709e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46727e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 80/100 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.7235e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0571842 < 1 %
Convergence criterion: norm(du)/norm(u) 0.117114 < 10 %
Convergence criterion: max(du) 3.32601e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.18261e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/100 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0568134 < 1 %
Convergence criterion: norm(du)/norm(u) 0.114406 < 10 %
Convergence criterion: max(du) 3.17027e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79522e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 82/100 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65197e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0564483 < 1 %
Convergence criterion: norm(du)/norm(u) 0.111633 < 10 %
Convergence criterion: max(du) 3.01962e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82532e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 83/100 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.05609 < 1 %
Convergence criterion: norm(du)/norm(u) 0.109134 < 10 %
Convergence criterion: max(du) 2.87383e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.01624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 84/100 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65745e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0557382 < 1 %
Convergence criterion: norm(du)/norm(u) 0.106874 < 10 %
Convergence criterion: max(du) 2.7327e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.54212e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 85/100 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56241e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0553923 < 1 %
Convergence criterion: norm(du)/norm(u) 0.10477 < 10 %
Convergence criterion: max(du) 2.596e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.10503e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/100 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54563e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0550528 < 1 %
Convergence criterion: norm(du)/norm(u) 0.102806 < 10 %
Convergence criterion: max(du) 2.46354e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71954e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 87/100 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49104e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0547191 < 1 %
Convergence criterion: norm(du)/norm(u) 0.100573 < 10 %
Convergence criterion: max(du) 2.33514e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84902e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 88/100 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.524e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0543917 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0987631 < 10 %
Convergence criterion: max(du) 2.21062e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.93887e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 89/100 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45866e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0540702 < 1 %
Convergence criterion: norm(du)/norm(u) 0.096769 < 10 %
Convergence criterion: max(du) 2.08981e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.96869e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 90/100 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35419e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0537546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.095216 < 10 %
Convergence criterion: max(du) 1.97254e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.00159e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/100 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49462e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0534446 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0938171 < 10 %
Convergence criterion: max(du) 1.85867e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79979e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 92/100 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45992e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0531378 < 1 %
Convergence criterion: norm(du)/norm(u) 0.09254 < 10 %
Convergence criterion: max(du) 1.8331e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 93/100 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54759e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0528387 < 1 %
Convergence criterion: norm(du)/norm(u) 0.090965 < 10 %
Convergence criterion: max(du) 1.90686e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.13028e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 94/100 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66691e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0525455 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0898951 < 10 %
Convergence criterion: max(du) 1.97934e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90765e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 95/100 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.42572e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0522575 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0889299 < 10 %
Convergence criterion: max(du) 2.05059e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84115e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/100 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68941e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519714 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0877052 < 10 %
Convergence criterion: max(du) 2.12068e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73773e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 97/100 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0516924 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0868672 < 10 %
Convergence criterion: max(du) 2.18966e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90228e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 98/100 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5011e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0514186 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0861556 < 10 %
Convergence criterion: max(du) 2.25757e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84118e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 99/100 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73495e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0511505 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0853295 < 10 %
Convergence criterion: max(du) 2.32447e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70227e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 100/100 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.75926e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0508877 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0848341 < 10 %
Convergence criterion: max(du) 2.3904e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35628e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.442588
Total Core solution elapsed time: 86.7466
Linear solver elapsed time: 38.8428 (45%)
Total elapsed time: 0 hrs 1 min 27 sec
loading results from cluster
Step 5: Plotting
Step 6: Extract Box SMB
Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/1000 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/1000 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 3/1000 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 4/1000 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 5/1000 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/1000 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 7/1000 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 8/1000 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 9/1000 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 10/1000 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/1000 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 12/1000 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 13/1000 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 14/1000 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 15/1000 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/1000 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 17/1000 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 18/1000 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 19/1000 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 20/1000 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/1000 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 22/1000 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 23/1000 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 24/1000 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 25/1000 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/1000 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 27/1000 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 28/1000 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 29/1000 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 30/1000 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/1000 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 32/1000 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 33/1000 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 34/1000 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 35/1000 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/1000 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 37/1000 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 38/1000 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 39/1000 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 40/1000 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/1000 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 42/1000 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 43/1000 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 44/1000 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 45/1000 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/1000 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 47/1000 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 48/1000 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 49/1000 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 50/1000 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/1000 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 52/1000 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 53/1000 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 54/1000 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 55/1000 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/1000 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 57/1000 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 58/1000 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 59/1000 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 60/1000 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/1000 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 62/1000 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 63/1000 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 64/1000 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 65/1000 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/1000 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 67/1000 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 68/1000 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 69/1000 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 70/1000 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/1000 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 72/1000 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 73/1000 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 74/1000 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 75/1000 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/1000 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 77/1000 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 78/1000 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 79/1000 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 80/1000 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/1000 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 82/1000 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 83/1000 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 84/1000 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 85/1000 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/1000 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 87/1000 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 88/1000 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 89/1000 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 90/1000 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/1000 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 92/1000 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 93/1000 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 94/1000 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 95/1000 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/1000 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 97/1000 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 98/1000 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 99/1000 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 100/1000 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 101/1000 time [yr]: 20.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 102/1000 time [yr]: 20.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 103/1000 time [yr]: 20.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 104/1000 time [yr]: 20.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 105/1000 time [yr]: 21.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 106/1000 time [yr]: 21.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 107/1000 time [yr]: 21.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 108/1000 time [yr]: 21.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 109/1000 time [yr]: 21.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 110/1000 time [yr]: 22.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 111/1000 time [yr]: 22.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 112/1000 time [yr]: 22.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 113/1000 time [yr]: 22.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 114/1000 time [yr]: 22.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 115/1000 time [yr]: 23.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 116/1000 time [yr]: 23.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 117/1000 time [yr]: 23.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 118/1000 time [yr]: 23.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 119/1000 time [yr]: 23.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 120/1000 time [yr]: 24.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 121/1000 time [yr]: 24.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 122/1000 time [yr]: 24.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 123/1000 time [yr]: 24.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 124/1000 time [yr]: 24.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 125/1000 time [yr]: 25.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 126/1000 time [yr]: 25.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 127/1000 time [yr]: 25.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 128/1000 time [yr]: 25.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 129/1000 time [yr]: 25.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 130/1000 time [yr]: 26.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 131/1000 time [yr]: 26.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 132/1000 time [yr]: 26.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 133/1000 time [yr]: 26.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 134/1000 time [yr]: 26.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 135/1000 time [yr]: 27.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 136/1000 time [yr]: 27.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 137/1000 time [yr]: 27.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 138/1000 time [yr]: 27.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 139/1000 time [yr]: 27.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 140/1000 time [yr]: 28.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 141/1000 time [yr]: 28.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 142/1000 time [yr]: 28.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 143/1000 time [yr]: 28.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 144/1000 time [yr]: 28.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 145/1000 time [yr]: 29.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 146/1000 time [yr]: 29.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 147/1000 time [yr]: 29.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 148/1000 time [yr]: 29.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 149/1000 time [yr]: 29.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 150/1000 time [yr]: 30.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 151/1000 time [yr]: 30.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 152/1000 time [yr]: 30.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 153/1000 time [yr]: 30.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 154/1000 time [yr]: 30.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 155/1000 time [yr]: 31.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 156/1000 time [yr]: 31.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 157/1000 time [yr]: 31.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 158/1000 time [yr]: 31.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 159/1000 time [yr]: 31.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 160/1000 time [yr]: 32.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 161/1000 time [yr]: 32.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 162/1000 time [yr]: 32.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 163/1000 time [yr]: 32.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 164/1000 time [yr]: 32.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 165/1000 time [yr]: 33.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 166/1000 time [yr]: 33.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 167/1000 time [yr]: 33.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 168/1000 time [yr]: 33.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 169/1000 time [yr]: 33.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 170/1000 time [yr]: 34.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 171/1000 time [yr]: 34.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 172/1000 time [yr]: 34.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 173/1000 time [yr]: 34.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 174/1000 time [yr]: 34.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 175/1000 time [yr]: 35.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 176/1000 time [yr]: 35.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 177/1000 time [yr]: 35.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 178/1000 time [yr]: 35.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 179/1000 time [yr]: 35.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 180/1000 time [yr]: 36.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 181/1000 time [yr]: 36.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 182/1000 time [yr]: 36.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 183/1000 time [yr]: 36.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 184/1000 time [yr]: 36.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 185/1000 time [yr]: 37.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 186/1000 time [yr]: 37.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 187/1000 time [yr]: 37.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 188/1000 time [yr]: 37.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 189/1000 time [yr]: 37.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 190/1000 time [yr]: 38.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 191/1000 time [yr]: 38.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 192/1000 time [yr]: 38.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 193/1000 time [yr]: 38.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 194/1000 time [yr]: 38.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 195/1000 time [yr]: 39.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 196/1000 time [yr]: 39.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 197/1000 time [yr]: 39.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 198/1000 time [yr]: 39.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 199/1000 time [yr]: 39.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 200/1000 time [yr]: 40.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 201/1000 time [yr]: 40.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 202/1000 time [yr]: 40.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 203/1000 time [yr]: 40.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 204/1000 time [yr]: 40.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 205/1000 time [yr]: 41.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 206/1000 time [yr]: 41.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 207/1000 time [yr]: 41.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 208/1000 time [yr]: 41.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 209/1000 time [yr]: 41.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 210/1000 time [yr]: 42.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 211/1000 time [yr]: 42.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 212/1000 time [yr]: 42.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 213/1000 time [yr]: 42.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 214/1000 time [yr]: 42.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 215/1000 time [yr]: 43.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 216/1000 time [yr]: 43.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 217/1000 time [yr]: 43.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 218/1000 time [yr]: 43.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 219/1000 time [yr]: 43.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 220/1000 time [yr]: 44.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 221/1000 time [yr]: 44.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 222/1000 time [yr]: 44.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 223/1000 time [yr]: 44.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 224/1000 time [yr]: 44.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 225/1000 time [yr]: 45.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 226/1000 time [yr]: 45.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 227/1000 time [yr]: 45.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 228/1000 time [yr]: 45.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 229/1000 time [yr]: 45.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 230/1000 time [yr]: 46.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 231/1000 time [yr]: 46.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 232/1000 time [yr]: 46.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 233/1000 time [yr]: 46.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 234/1000 time [yr]: 46.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 235/1000 time [yr]: 47.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 236/1000 time [yr]: 47.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 237/1000 time [yr]: 47.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 238/1000 time [yr]: 47.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 239/1000 time [yr]: 47.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 240/1000 time [yr]: 48.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 241/1000 time [yr]: 48.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 242/1000 time [yr]: 48.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 243/1000 time [yr]: 48.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 244/1000 time [yr]: 48.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 245/1000 time [yr]: 49.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 246/1000 time [yr]: 49.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 247/1000 time [yr]: 49.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 248/1000 time [yr]: 49.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 249/1000 time [yr]: 49.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 250/1000 time [yr]: 50.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 251/1000 time [yr]: 50.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 252/1000 time [yr]: 50.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 253/1000 time [yr]: 50.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 254/1000 time [yr]: 50.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 255/1000 time [yr]: 51.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 256/1000 time [yr]: 51.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 257/1000 time [yr]: 51.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 258/1000 time [yr]: 51.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 259/1000 time [yr]: 51.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 260/1000 time [yr]: 52.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 261/1000 time [yr]: 52.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 262/1000 time [yr]: 52.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 263/1000 time [yr]: 52.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 264/1000 time [yr]: 52.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 265/1000 time [yr]: 53.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 266/1000 time [yr]: 53.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 267/1000 time [yr]: 53.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 268/1000 time [yr]: 53.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 269/1000 time [yr]: 53.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 270/1000 time [yr]: 54.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 271/1000 time [yr]: 54.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 272/1000 time [yr]: 54.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 273/1000 time [yr]: 54.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 274/1000 time [yr]: 54.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 275/1000 time [yr]: 55.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 276/1000 time [yr]: 55.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 277/1000 time [yr]: 55.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 278/1000 time [yr]: 55.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 279/1000 time [yr]: 55.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 280/1000 time [yr]: 56.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 281/1000 time [yr]: 56.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 282/1000 time [yr]: 56.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 283/1000 time [yr]: 56.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 284/1000 time [yr]: 56.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 285/1000 time [yr]: 57.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 286/1000 time [yr]: 57.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 287/1000 time [yr]: 57.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 288/1000 time [yr]: 57.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 289/1000 time [yr]: 57.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 290/1000 time [yr]: 58.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 291/1000 time [yr]: 58.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 292/1000 time [yr]: 58.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 293/1000 time [yr]: 58.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 294/1000 time [yr]: 58.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 295/1000 time [yr]: 59.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 296/1000 time [yr]: 59.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 297/1000 time [yr]: 59.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 298/1000 time [yr]: 59.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 299/1000 time [yr]: 59.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 300/1000 time [yr]: 60.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 301/1000 time [yr]: 60.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 302/1000 time [yr]: 60.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 303/1000 time [yr]: 60.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 304/1000 time [yr]: 60.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 305/1000 time [yr]: 61.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 306/1000 time [yr]: 61.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 307/1000 time [yr]: 61.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 308/1000 time [yr]: 61.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 309/1000 time [yr]: 61.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 310/1000 time [yr]: 62.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 311/1000 time [yr]: 62.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 312/1000 time [yr]: 62.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 313/1000 time [yr]: 62.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 314/1000 time [yr]: 62.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 315/1000 time [yr]: 63.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 316/1000 time [yr]: 63.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 317/1000 time [yr]: 63.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 318/1000 time [yr]: 63.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 319/1000 time [yr]: 63.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 320/1000 time [yr]: 64.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 321/1000 time [yr]: 64.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 322/1000 time [yr]: 64.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 323/1000 time [yr]: 64.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 324/1000 time [yr]: 64.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 325/1000 time [yr]: 65.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 326/1000 time [yr]: 65.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 327/1000 time [yr]: 65.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 328/1000 time [yr]: 65.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 329/1000 time [yr]: 65.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 330/1000 time [yr]: 66.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 331/1000 time [yr]: 66.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 332/1000 time [yr]: 66.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 333/1000 time [yr]: 66.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 334/1000 time [yr]: 66.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 335/1000 time [yr]: 67.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 336/1000 time [yr]: 67.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 337/1000 time [yr]: 67.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 338/1000 time [yr]: 67.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 339/1000 time [yr]: 67.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 340/1000 time [yr]: 68.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 341/1000 time [yr]: 68.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 342/1000 time [yr]: 68.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 343/1000 time [yr]: 68.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 344/1000 time [yr]: 68.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 345/1000 time [yr]: 69.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 346/1000 time [yr]: 69.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 347/1000 time [yr]: 69.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 348/1000 time [yr]: 69.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 349/1000 time [yr]: 69.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 350/1000 time [yr]: 70.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 351/1000 time [yr]: 70.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 352/1000 time [yr]: 70.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 353/1000 time [yr]: 70.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 354/1000 time [yr]: 70.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 355/1000 time [yr]: 71.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 356/1000 time [yr]: 71.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 357/1000 time [yr]: 71.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 358/1000 time [yr]: 71.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 359/1000 time [yr]: 71.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 360/1000 time [yr]: 72.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 361/1000 time [yr]: 72.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 362/1000 time [yr]: 72.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 363/1000 time [yr]: 72.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 364/1000 time [yr]: 72.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 365/1000 time [yr]: 73.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 366/1000 time [yr]: 73.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 367/1000 time [yr]: 73.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 368/1000 time [yr]: 73.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 369/1000 time [yr]: 73.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 370/1000 time [yr]: 74.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 371/1000 time [yr]: 74.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 372/1000 time [yr]: 74.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 373/1000 time [yr]: 74.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 374/1000 time [yr]: 74.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 375/1000 time [yr]: 75.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 376/1000 time [yr]: 75.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 377/1000 time [yr]: 75.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 378/1000 time [yr]: 75.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 379/1000 time [yr]: 75.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 380/1000 time [yr]: 76.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 381/1000 time [yr]: 76.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 382/1000 time [yr]: 76.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 383/1000 time [yr]: 76.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 384/1000 time [yr]: 76.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 385/1000 time [yr]: 77.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 386/1000 time [yr]: 77.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 387/1000 time [yr]: 77.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 388/1000 time [yr]: 77.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 389/1000 time [yr]: 77.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 390/1000 time [yr]: 78.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 391/1000 time [yr]: 78.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 392/1000 time [yr]: 78.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 393/1000 time [yr]: 78.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 394/1000 time [yr]: 78.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 395/1000 time [yr]: 79.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 396/1000 time [yr]: 79.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 397/1000 time [yr]: 79.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 398/1000 time [yr]: 79.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 399/1000 time [yr]: 79.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 400/1000 time [yr]: 80.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 401/1000 time [yr]: 80.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 402/1000 time [yr]: 80.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 403/1000 time [yr]: 80.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 404/1000 time [yr]: 80.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 405/1000 time [yr]: 81.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 406/1000 time [yr]: 81.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 407/1000 time [yr]: 81.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 408/1000 time [yr]: 81.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 409/1000 time [yr]: 81.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 410/1000 time [yr]: 82.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 411/1000 time [yr]: 82.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 412/1000 time [yr]: 82.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 413/1000 time [yr]: 82.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 414/1000 time [yr]: 82.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 415/1000 time [yr]: 83.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 416/1000 time [yr]: 83.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 417/1000 time [yr]: 83.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 418/1000 time [yr]: 83.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 419/1000 time [yr]: 83.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 420/1000 time [yr]: 84.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 421/1000 time [yr]: 84.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 422/1000 time [yr]: 84.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 423/1000 time [yr]: 84.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 424/1000 time [yr]: 84.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 425/1000 time [yr]: 85.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 426/1000 time [yr]: 85.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 427/1000 time [yr]: 85.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 428/1000 time [yr]: 85.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 429/1000 time [yr]: 85.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 430/1000 time [yr]: 86.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 431/1000 time [yr]: 86.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 432/1000 time [yr]: 86.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 433/1000 time [yr]: 86.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 434/1000 time [yr]: 86.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 435/1000 time [yr]: 87.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 436/1000 time [yr]: 87.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 437/1000 time [yr]: 87.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 438/1000 time [yr]: 87.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 439/1000 time [yr]: 87.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 440/1000 time [yr]: 88.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 441/1000 time [yr]: 88.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 442/1000 time [yr]: 88.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 443/1000 time [yr]: 88.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 444/1000 time [yr]: 88.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 445/1000 time [yr]: 89.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 446/1000 time [yr]: 89.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 447/1000 time [yr]: 89.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 448/1000 time [yr]: 89.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 449/1000 time [yr]: 89.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 450/1000 time [yr]: 90.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 451/1000 time [yr]: 90.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 452/1000 time [yr]: 90.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 453/1000 time [yr]: 90.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 454/1000 time [yr]: 90.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 455/1000 time [yr]: 91.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 456/1000 time [yr]: 91.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 457/1000 time [yr]: 91.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 458/1000 time [yr]: 91.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 459/1000 time [yr]: 91.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 460/1000 time [yr]: 92.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 461/1000 time [yr]: 92.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 462/1000 time [yr]: 92.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 463/1000 time [yr]: 92.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 464/1000 time [yr]: 92.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 465/1000 time [yr]: 93.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 466/1000 time [yr]: 93.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 467/1000 time [yr]: 93.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 468/1000 time [yr]: 93.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 469/1000 time [yr]: 93.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 470/1000 time [yr]: 94.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 471/1000 time [yr]: 94.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 472/1000 time [yr]: 94.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 473/1000 time [yr]: 94.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 474/1000 time [yr]: 94.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 475/1000 time [yr]: 95.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 476/1000 time [yr]: 95.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 477/1000 time [yr]: 95.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 478/1000 time [yr]: 95.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 479/1000 time [yr]: 95.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 480/1000 time [yr]: 96.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 481/1000 time [yr]: 96.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 482/1000 time [yr]: 96.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 483/1000 time [yr]: 96.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 484/1000 time [yr]: 96.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 485/1000 time [yr]: 97.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 486/1000 time [yr]: 97.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 487/1000 time [yr]: 97.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 488/1000 time [yr]: 97.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 489/1000 time [yr]: 97.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 490/1000 time [yr]: 98.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 491/1000 time [yr]: 98.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 492/1000 time [yr]: 98.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 493/1000 time [yr]: 98.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 494/1000 time [yr]: 98.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 495/1000 time [yr]: 99.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 496/1000 time [yr]: 99.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 497/1000 time [yr]: 99.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 498/1000 time [yr]: 99.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 499/1000 time [yr]: 99.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 500/1000 time [yr]: 100.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 501/1000 time [yr]: 100.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 502/1000 time [yr]: 100.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 503/1000 time [yr]: 100.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 504/1000 time [yr]: 100.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 505/1000 time [yr]: 101.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 506/1000 time [yr]: 101.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 507/1000 time [yr]: 101.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 508/1000 time [yr]: 101.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 509/1000 time [yr]: 101.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 510/1000 time [yr]: 102.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 511/1000 time [yr]: 102.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 512/1000 time [yr]: 102.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 513/1000 time [yr]: 102.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 514/1000 time [yr]: 102.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 515/1000 time [yr]: 103.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 516/1000 time [yr]: 103.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 517/1000 time [yr]: 103.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 518/1000 time [yr]: 103.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 519/1000 time [yr]: 103.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 520/1000 time [yr]: 104.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 521/1000 time [yr]: 104.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 522/1000 time [yr]: 104.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 523/1000 time [yr]: 104.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 524/1000 time [yr]: 104.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 525/1000 time [yr]: 105.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 526/1000 time [yr]: 105.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 527/1000 time [yr]: 105.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 528/1000 time [yr]: 105.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 529/1000 time [yr]: 105.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 530/1000 time [yr]: 106.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 531/1000 time [yr]: 106.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 532/1000 time [yr]: 106.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 533/1000 time [yr]: 106.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 534/1000 time [yr]: 106.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 535/1000 time [yr]: 107.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 536/1000 time [yr]: 107.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 537/1000 time [yr]: 107.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 538/1000 time [yr]: 107.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 539/1000 time [yr]: 107.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 540/1000 time [yr]: 108.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 541/1000 time [yr]: 108.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 542/1000 time [yr]: 108.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 543/1000 time [yr]: 108.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 544/1000 time [yr]: 108.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 545/1000 time [yr]: 109.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 546/1000 time [yr]: 109.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 547/1000 time [yr]: 109.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 548/1000 time [yr]: 109.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 549/1000 time [yr]: 109.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 550/1000 time [yr]: 110.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 551/1000 time [yr]: 110.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 552/1000 time [yr]: 110.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 553/1000 time [yr]: 110.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 554/1000 time [yr]: 110.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 555/1000 time [yr]: 111.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 556/1000 time [yr]: 111.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 557/1000 time [yr]: 111.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 558/1000 time [yr]: 111.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 559/1000 time [yr]: 111.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 560/1000 time [yr]: 112.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 561/1000 time [yr]: 112.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 562/1000 time [yr]: 112.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 563/1000 time [yr]: 112.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 564/1000 time [yr]: 112.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 565/1000 time [yr]: 113.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 566/1000 time [yr]: 113.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 567/1000 time [yr]: 113.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 568/1000 time [yr]: 113.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 569/1000 time [yr]: 113.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 570/1000 time [yr]: 114.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 571/1000 time [yr]: 114.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 572/1000 time [yr]: 114.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 573/1000 time [yr]: 114.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 574/1000 time [yr]: 114.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 575/1000 time [yr]: 115.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 576/1000 time [yr]: 115.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 577/1000 time [yr]: 115.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 578/1000 time [yr]: 115.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 579/1000 time [yr]: 115.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 580/1000 time [yr]: 116.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 581/1000 time [yr]: 116.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 582/1000 time [yr]: 116.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 583/1000 time [yr]: 116.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 584/1000 time [yr]: 116.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 585/1000 time [yr]: 117.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 586/1000 time [yr]: 117.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 587/1000 time [yr]: 117.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 588/1000 time [yr]: 117.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 589/1000 time [yr]: 117.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 590/1000 time [yr]: 118.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 591/1000 time [yr]: 118.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 592/1000 time [yr]: 118.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 593/1000 time [yr]: 118.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 594/1000 time [yr]: 118.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 595/1000 time [yr]: 119.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 596/1000 time [yr]: 119.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 597/1000 time [yr]: 119.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 598/1000 time [yr]: 119.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 599/1000 time [yr]: 119.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 600/1000 time [yr]: 120.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 601/1000 time [yr]: 120.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 602/1000 time [yr]: 120.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 603/1000 time [yr]: 120.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 604/1000 time [yr]: 120.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 605/1000 time [yr]: 121.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 606/1000 time [yr]: 121.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 607/1000 time [yr]: 121.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 608/1000 time [yr]: 121.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 609/1000 time [yr]: 121.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 610/1000 time [yr]: 122.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 611/1000 time [yr]: 122.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 612/1000 time [yr]: 122.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 613/1000 time [yr]: 122.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 614/1000 time [yr]: 122.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 615/1000 time [yr]: 123.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 616/1000 time [yr]: 123.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 617/1000 time [yr]: 123.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 618/1000 time [yr]: 123.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 619/1000 time [yr]: 123.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 620/1000 time [yr]: 124.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 621/1000 time [yr]: 124.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 622/1000 time [yr]: 124.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 623/1000 time [yr]: 124.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 624/1000 time [yr]: 124.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 625/1000 time [yr]: 125.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 626/1000 time [yr]: 125.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 627/1000 time [yr]: 125.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 628/1000 time [yr]: 125.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 629/1000 time [yr]: 125.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 630/1000 time [yr]: 126.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 631/1000 time [yr]: 126.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 632/1000 time [yr]: 126.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 633/1000 time [yr]: 126.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 634/1000 time [yr]: 126.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 635/1000 time [yr]: 127.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 636/1000 time [yr]: 127.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 637/1000 time [yr]: 127.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 638/1000 time [yr]: 127.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 639/1000 time [yr]: 127.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 640/1000 time [yr]: 128.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 641/1000 time [yr]: 128.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 642/1000 time [yr]: 128.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 643/1000 time [yr]: 128.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 644/1000 time [yr]: 128.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 645/1000 time [yr]: 129.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 646/1000 time [yr]: 129.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 647/1000 time [yr]: 129.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 648/1000 time [yr]: 129.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 649/1000 time [yr]: 129.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 650/1000 time [yr]: 130.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 651/1000 time [yr]: 130.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 652/1000 time [yr]: 130.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 653/1000 time [yr]: 130.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 654/1000 time [yr]: 130.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 655/1000 time [yr]: 131.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 656/1000 time [yr]: 131.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 657/1000 time [yr]: 131.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 658/1000 time [yr]: 131.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 659/1000 time [yr]: 131.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 660/1000 time [yr]: 132.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 661/1000 time [yr]: 132.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 662/1000 time [yr]: 132.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 663/1000 time [yr]: 132.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 664/1000 time [yr]: 132.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 665/1000 time [yr]: 133.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 666/1000 time [yr]: 133.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 667/1000 time [yr]: 133.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 668/1000 time [yr]: 133.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 669/1000 time [yr]: 133.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 670/1000 time [yr]: 134.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 671/1000 time [yr]: 134.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 672/1000 time [yr]: 134.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 673/1000 time [yr]: 134.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 674/1000 time [yr]: 134.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 675/1000 time [yr]: 135.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 676/1000 time [yr]: 135.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 677/1000 time [yr]: 135.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 678/1000 time [yr]: 135.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 679/1000 time [yr]: 135.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 680/1000 time [yr]: 136.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 681/1000 time [yr]: 136.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 682/1000 time [yr]: 136.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 683/1000 time [yr]: 136.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 684/1000 time [yr]: 136.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 685/1000 time [yr]: 137.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 686/1000 time [yr]: 137.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 687/1000 time [yr]: 137.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 688/1000 time [yr]: 137.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 689/1000 time [yr]: 137.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 690/1000 time [yr]: 138.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 691/1000 time [yr]: 138.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 692/1000 time [yr]: 138.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 693/1000 time [yr]: 138.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 694/1000 time [yr]: 138.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 695/1000 time [yr]: 139.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 696/1000 time [yr]: 139.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 697/1000 time [yr]: 139.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 698/1000 time [yr]: 139.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 699/1000 time [yr]: 139.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 700/1000 time [yr]: 140.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 701/1000 time [yr]: 140.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 702/1000 time [yr]: 140.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 703/1000 time [yr]: 140.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 704/1000 time [yr]: 140.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 705/1000 time [yr]: 141.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 706/1000 time [yr]: 141.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 707/1000 time [yr]: 141.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 708/1000 time [yr]: 141.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 709/1000 time [yr]: 141.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 710/1000 time [yr]: 142.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 711/1000 time [yr]: 142.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 712/1000 time [yr]: 142.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 713/1000 time [yr]: 142.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 714/1000 time [yr]: 142.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 715/1000 time [yr]: 143.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 716/1000 time [yr]: 143.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 717/1000 time [yr]: 143.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 718/1000 time [yr]: 143.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 719/1000 time [yr]: 143.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 720/1000 time [yr]: 144.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 721/1000 time [yr]: 144.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 722/1000 time [yr]: 144.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 723/1000 time [yr]: 144.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 724/1000 time [yr]: 144.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 725/1000 time [yr]: 145.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 726/1000 time [yr]: 145.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 727/1000 time [yr]: 145.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 728/1000 time [yr]: 145.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 729/1000 time [yr]: 145.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 730/1000 time [yr]: 146.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 731/1000 time [yr]: 146.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 732/1000 time [yr]: 146.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 733/1000 time [yr]: 146.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 734/1000 time [yr]: 146.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 735/1000 time [yr]: 147.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 736/1000 time [yr]: 147.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 737/1000 time [yr]: 147.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 738/1000 time [yr]: 147.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 739/1000 time [yr]: 147.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 740/1000 time [yr]: 148.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 741/1000 time [yr]: 148.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 742/1000 time [yr]: 148.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 743/1000 time [yr]: 148.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 744/1000 time [yr]: 148.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 745/1000 time [yr]: 149.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 746/1000 time [yr]: 149.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 747/1000 time [yr]: 149.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 748/1000 time [yr]: 149.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 749/1000 time [yr]: 149.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 750/1000 time [yr]: 150.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 751/1000 time [yr]: 150.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 752/1000 time [yr]: 150.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 753/1000 time [yr]: 150.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 754/1000 time [yr]: 150.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 755/1000 time [yr]: 151.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 756/1000 time [yr]: 151.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 757/1000 time [yr]: 151.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 758/1000 time [yr]: 151.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 759/1000 time [yr]: 151.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 760/1000 time [yr]: 152.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 761/1000 time [yr]: 152.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 762/1000 time [yr]: 152.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 763/1000 time [yr]: 152.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 764/1000 time [yr]: 152.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 765/1000 time [yr]: 153.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 766/1000 time [yr]: 153.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 767/1000 time [yr]: 153.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 768/1000 time [yr]: 153.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 769/1000 time [yr]: 153.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 770/1000 time [yr]: 154.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 771/1000 time [yr]: 154.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 772/1000 time [yr]: 154.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 773/1000 time [yr]: 154.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 774/1000 time [yr]: 154.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 775/1000 time [yr]: 155.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 776/1000 time [yr]: 155.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 777/1000 time [yr]: 155.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 778/1000 time [yr]: 155.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 779/1000 time [yr]: 155.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 780/1000 time [yr]: 156.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 781/1000 time [yr]: 156.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 782/1000 time [yr]: 156.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 783/1000 time [yr]: 156.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 784/1000 time [yr]: 156.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 785/1000 time [yr]: 157.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 786/1000 time [yr]: 157.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 787/1000 time [yr]: 157.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 788/1000 time [yr]: 157.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 789/1000 time [yr]: 157.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 790/1000 time [yr]: 158.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 791/1000 time [yr]: 158.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 792/1000 time [yr]: 158.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 793/1000 time [yr]: 158.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 794/1000 time [yr]: 158.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 795/1000 time [yr]: 159.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 796/1000 time [yr]: 159.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 797/1000 time [yr]: 159.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 798/1000 time [yr]: 159.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 799/1000 time [yr]: 159.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 800/1000 time [yr]: 160.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 801/1000 time [yr]: 160.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 802/1000 time [yr]: 160.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 803/1000 time [yr]: 160.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 804/1000 time [yr]: 160.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 805/1000 time [yr]: 161.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 806/1000 time [yr]: 161.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 807/1000 time [yr]: 161.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 808/1000 time [yr]: 161.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 809/1000 time [yr]: 161.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 810/1000 time [yr]: 162.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 811/1000 time [yr]: 162.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 812/1000 time [yr]: 162.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 813/1000 time [yr]: 162.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 814/1000 time [yr]: 162.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 815/1000 time [yr]: 163.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 816/1000 time [yr]: 163.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 817/1000 time [yr]: 163.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 818/1000 time [yr]: 163.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 819/1000 time [yr]: 163.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 820/1000 time [yr]: 164.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 821/1000 time [yr]: 164.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 822/1000 time [yr]: 164.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 823/1000 time [yr]: 164.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 824/1000 time [yr]: 164.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 825/1000 time [yr]: 165.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 826/1000 time [yr]: 165.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 827/1000 time [yr]: 165.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 828/1000 time [yr]: 165.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 829/1000 time [yr]: 165.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 830/1000 time [yr]: 166.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 831/1000 time [yr]: 166.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 832/1000 time [yr]: 166.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 833/1000 time [yr]: 166.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 834/1000 time [yr]: 166.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 835/1000 time [yr]: 167.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 836/1000 time [yr]: 167.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 837/1000 time [yr]: 167.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 838/1000 time [yr]: 167.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 839/1000 time [yr]: 167.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 840/1000 time [yr]: 168.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 841/1000 time [yr]: 168.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 842/1000 time [yr]: 168.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 843/1000 time [yr]: 168.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 844/1000 time [yr]: 168.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 845/1000 time [yr]: 169.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 846/1000 time [yr]: 169.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 847/1000 time [yr]: 169.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 848/1000 time [yr]: 169.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 849/1000 time [yr]: 169.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 850/1000 time [yr]: 170.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 851/1000 time [yr]: 170.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 852/1000 time [yr]: 170.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 853/1000 time [yr]: 170.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 854/1000 time [yr]: 170.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 855/1000 time [yr]: 171.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 856/1000 time [yr]: 171.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 857/1000 time [yr]: 171.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 858/1000 time [yr]: 171.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 859/1000 time [yr]: 171.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 860/1000 time [yr]: 172.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 861/1000 time [yr]: 172.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 862/1000 time [yr]: 172.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 863/1000 time [yr]: 172.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 864/1000 time [yr]: 172.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 865/1000 time [yr]: 173.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 866/1000 time [yr]: 173.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 867/1000 time [yr]: 173.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 868/1000 time [yr]: 173.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 869/1000 time [yr]: 173.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 870/1000 time [yr]: 174.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 871/1000 time [yr]: 174.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 872/1000 time [yr]: 174.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 873/1000 time [yr]: 174.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 874/1000 time [yr]: 174.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 875/1000 time [yr]: 175.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 876/1000 time [yr]: 175.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 877/1000 time [yr]: 175.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 878/1000 time [yr]: 175.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 879/1000 time [yr]: 175.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 880/1000 time [yr]: 176.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 881/1000 time [yr]: 176.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 882/1000 time [yr]: 176.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 883/1000 time [yr]: 176.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 884/1000 time [yr]: 176.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 885/1000 time [yr]: 177.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 886/1000 time [yr]: 177.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 887/1000 time [yr]: 177.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 888/1000 time [yr]: 177.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 889/1000 time [yr]: 177.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 890/1000 time [yr]: 178.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 891/1000 time [yr]: 178.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 892/1000 time [yr]: 178.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 893/1000 time [yr]: 178.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 894/1000 time [yr]: 178.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 895/1000 time [yr]: 179.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 896/1000 time [yr]: 179.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 897/1000 time [yr]: 179.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 898/1000 time [yr]: 179.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 899/1000 time [yr]: 179.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 900/1000 time [yr]: 180.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 901/1000 time [yr]: 180.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 902/1000 time [yr]: 180.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 903/1000 time [yr]: 180.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 904/1000 time [yr]: 180.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 905/1000 time [yr]: 181.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 906/1000 time [yr]: 181.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 907/1000 time [yr]: 181.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 908/1000 time [yr]: 181.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 909/1000 time [yr]: 181.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 910/1000 time [yr]: 182.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 911/1000 time [yr]: 182.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 912/1000 time [yr]: 182.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 913/1000 time [yr]: 182.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 914/1000 time [yr]: 182.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 915/1000 time [yr]: 183.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 916/1000 time [yr]: 183.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 917/1000 time [yr]: 183.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 918/1000 time [yr]: 183.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 919/1000 time [yr]: 183.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 920/1000 time [yr]: 184.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 921/1000 time [yr]: 184.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 922/1000 time [yr]: 184.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 923/1000 time [yr]: 184.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 924/1000 time [yr]: 184.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 925/1000 time [yr]: 185.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 926/1000 time [yr]: 185.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 927/1000 time [yr]: 185.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 928/1000 time [yr]: 185.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 929/1000 time [yr]: 185.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 930/1000 time [yr]: 186.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 931/1000 time [yr]: 186.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 932/1000 time [yr]: 186.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 933/1000 time [yr]: 186.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 934/1000 time [yr]: 186.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 935/1000 time [yr]: 187.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 936/1000 time [yr]: 187.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 937/1000 time [yr]: 187.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 938/1000 time [yr]: 187.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 939/1000 time [yr]: 187.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 940/1000 time [yr]: 188.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 941/1000 time [yr]: 188.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 942/1000 time [yr]: 188.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 943/1000 time [yr]: 188.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 944/1000 time [yr]: 188.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 945/1000 time [yr]: 189.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 946/1000 time [yr]: 189.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 947/1000 time [yr]: 189.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 948/1000 time [yr]: 189.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 949/1000 time [yr]: 189.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 950/1000 time [yr]: 190.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 951/1000 time [yr]: 190.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 952/1000 time [yr]: 190.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 953/1000 time [yr]: 190.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 954/1000 time [yr]: 190.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 955/1000 time [yr]: 191.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 956/1000 time [yr]: 191.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 957/1000 time [yr]: 191.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 958/1000 time [yr]: 191.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 959/1000 time [yr]: 191.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 960/1000 time [yr]: 192.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 961/1000 time [yr]: 192.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 962/1000 time [yr]: 192.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 963/1000 time [yr]: 192.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 964/1000 time [yr]: 192.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 965/1000 time [yr]: 193.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 966/1000 time [yr]: 193.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 967/1000 time [yr]: 193.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 968/1000 time [yr]: 193.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 969/1000 time [yr]: 193.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 970/1000 time [yr]: 194.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 971/1000 time [yr]: 194.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 972/1000 time [yr]: 194.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 973/1000 time [yr]: 194.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 974/1000 time [yr]: 194.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 975/1000 time [yr]: 195.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 976/1000 time [yr]: 195.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 977/1000 time [yr]: 195.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 978/1000 time [yr]: 195.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 979/1000 time [yr]: 195.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 980/1000 time [yr]: 196.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 981/1000 time [yr]: 196.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 982/1000 time [yr]: 196.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 983/1000 time [yr]: 196.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 984/1000 time [yr]: 196.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 985/1000 time [yr]: 197.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 986/1000 time [yr]: 197.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 987/1000 time [yr]: 197.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 988/1000 time [yr]: 197.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 989/1000 time [yr]: 197.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 990/1000 time [yr]: 198.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 991/1000 time [yr]: 198.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 992/1000 time [yr]: 198.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 993/1000 time [yr]: 198.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 994/1000 time [yr]: 198.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 995/1000 time [yr]: 199.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 996/1000 time [yr]: 199.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 997/1000 time [yr]: 199.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 998/1000 time [yr]: 199.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 999/1000 time [yr]: 199.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 1000/1000 time [yr]: 200.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.445482
Total Core solution elapsed time: 406.22
Linear solver elapsed time: 207.446 (51%)
Total elapsed time: 0 hrs 6 min 46 sec
loading results from cluster
SUCCESS
+++ exit code: 0
+++ error: 0
+++ Running case: Example-Greenland
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 6345
Step 2: Parameterization
Loading SeaRISE data from NetCDF
Interpolating surface and bedrock
Constructing thickness
Interpolating velocities
Interpolating temperatures
Interpolating surface mass balance
Construct basal friction parameters
Construct ice rheological properties
Set other boundary conditions
Set geothermal heat flux
Set Pressure
Single point constraints
Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
preparing initial solution
x | Cost function f(x) | List of contributions
====================== step 1/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 59172.79 | 7092.887 52079.9 6.085212e-32
x = 1 | f(x) = 50954.87 | 3600.244 47354.58 0.04587451
====================== step 2/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 50953.45 | 3598.809 47354.6 0.04587451
x = 1 | f(x) = 44978.74 | 2137.679 42840.82 0.2370654
====================== step 3/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44987.02 | 2146.197 42840.58 0.2370654
x = 1 | f(x) = 44425.8 | 2044.873 42380.66 0.2722667
====================== step 4/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44432.36 | 2051.851 42380.24 0.2722667
x = 1 | f(x) = 42775.97 | 1747.394 41028.16 0.4148691
====================== step 5/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 42783.98 | 1756.726 41026.84 0.4148691
x = 1 | f(x) = 41876.1 | 1659.336 40216.23 0.5302616
====================== step 6/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 41885.98 | 1670.347 40215.1 0.5302616
x = 1 | f(x) = 40869.39 | 1561.173 39307.52 0.6932322
====================== step 7/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 40870.91 | 1563.273 39306.95 0.6932322
x = 1 | f(x) = 39697.76 | 1338.256 38358.58 0.9236775
====================== step 8/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39697.43 | 1338.655 38357.85 0.9236775
x = 1 | f(x) = 39040.22 | 1208.675 37830.47 1.071791
====================== step 9/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39039.49 | 1208.558 37829.86 1.071791
x = 1 | f(x) = 38556.09 | 1126.764 37428.13 1.191478
====================== step 10/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38552.98 | 1124.507 37427.28 1.191478
x = 1 | f(x) = 38121.56 | 1092.495 37027.74 1.3288
====================== step 11/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38122.77 | 1094.958 37026.49 1.3288
x = 1 | f(x) = 37729.41 | 1149.628 36578.29 1.493932
====================== step 12/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37740.46 | 1159.142 36579.82 1.493932
x = 1 | f(x) = 37487.92 | 1087.186 36399.14 1.592633
x = 0.381966 | f(x) = 37611.19 | 1112.303 36497.36 1.529775
x = 0.618034 | f(x) = 37561.1 | 1101.089 36458.46 1.55338
x = 0.763932 | f(x) = 37530.94 | 1093.798 36435.58 1.568476
x = 0.854102 | f(x) = 37512.65 | 1089.499 36421.58 1.577683
x = 0.90983 | f(x) = 37501.45 | 1086.979 36412.88 1.583344
====================== step 13/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37484.86 | 1084.592 36398.67 1.592633
x = 1 | f(x) = 37022.46 | 1018.285 36002.41 1.768007
====================== step 14/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37030.9 | 1026.085 36003.05 1.768007
x = 1 | f(x) = 36814.89 | 1058.135 35754.9 1.859438
x = 0.381966 | f(x) = 36898.13 | 989.5907 35906.74 1.799676
x = 0.618034 | f(x) = 36853.98 | 1003.884 35848.28 1.821225
x = 0.763932 | f(x) = 36838.62 | 1025.038 35811.75 1.835325
x = 0.937069 | f(x) = 36824.08 | 1052.478 35769.75 1.852853
x = 0.870937 | f(x) = 36839.21 | 1051.966 35785.4 1.846056
====================== step 15/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36824.8 | 1068.389 35754.55 1.859438
x = 1 | f(x) = 36559.07 | 954.0377 35603.09 1.936544
x = 0.381966 | f(x) = 36711.5 | 1017.403 35692.21 1.887487
x = 0.618034 | f(x) = 36653.71 | 995.7569 35656.05 1.905392
x = 0.763932 | f(x) = 36614.76 | 978.0481 35634.8 1.916939
x = 0.854102 | f(x) = 36589.85 | 965.9689 35621.95 1.92432
x = 0.90983 | f(x) = 36574.06 | 958.1749 35613.95 1.928974
====================== step 16/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36552.27 | 948.6767 35601.65 1.936544
x = 1 | f(x) = 36368.74 | 909.4905 35457.24 2.009954
x = 0.381966 | f(x) = 36450.66 | 912.2196 35536.48 1.964688
x = 0.618034 | f(x) = 36415.28 | 905.8741 35507.42 1.981913
x = 0.763932 | f(x) = 36394.68 | 904.2792 35488.41 1.992565
x = 0.854102 | f(x) = 36384.31 | 906.0028 35476.31 1.999281
x = 0.90983 | f(x) = 36379.73 | 908.9319 35468.79 2.003357
====================== step 17/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36373.34 | 914.7542 35456.58 2.009954
x = 1 | f(x) = 36229.12 | 957.6674 35269.34 2.111313
x = 0.381966 | f(x) = 36289.06 | 905.1848 35381.82 2.046875
x = 0.618034 | f(x) = 36257.86 | 916.5034 35339.28 2.070593
x = 0.763932 | f(x) = 36247.49 | 932.6872 35312.72 2.085785
x = 0.913021 | f(x) = 36239.38 | 951.6387 35285.64 2.101794
x = 0.856074 | f(x) = 36249.62 | 951.977 35295.55 2.095621
====================== step 18/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36238.23 | 966.1893 35269.93 2.111313
x = 1 | f(x) = 36005.81 | 893.306 35110.31 2.18899
x = 0.381966 | f(x) = 36142.54 | 929.6447 35210.76 2.139784
x = 0.618034 | f(x) = 36093.23 | 916.1558 35174.92 2.158128
x = 0.763932 | f(x) = 36058.58 | 905.5225 35150.89 2.169751
x = 0.854102 | f(x) = 36036.9 | 898.7214 35136 2.177043
x = 0.90983 | f(x) = 36023.73 | 894.6151 35126.93 2.18159
====================== step 19/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36005.22 | 890.2107 35112.82 2.18899
x = 1 | f(x) = 35868.42 | 869.9581 34996.18 2.287732
x = 0.381966 | f(x) = 35911.39 | 860.1821 35048.98 2.225541
x = 0.618034 | f(x) = 35893.04 | 858.0691 35032.72 2.249067
x = 0.763932 | f(x) = 35881.94 | 859.7353 35019.94 2.263658
x = 0.854102 | f(x) = 35877.04 | 863.763 35011.01 2.272799
x = 0.90983 | f(x) = 35875.47 | 868.0771 35005.11 2.278502
====================== step 20/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35873.35 | 875.6681 34995.4 2.287732
x = 1 | f(x) = 35723.35 | 910.5513 34810.43 2.374027
x = 0.381966 | f(x) = 35789.66 | 860.5594 34926.79 2.319061
x = 0.618034 | f(x) = 35757.04 | 868.789 34885.91 2.339232
x = 0.763932 | f(x) = 35744.03 | 883.7317 34857.95 2.352231
x = 0.854102 | f(x) = 35739.94 | 897.5494 34840.03 2.360435
x = 0.930997 | f(x) = 35737.52 | 910.28 34824.87 2.367548
====================== step 21/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35735.84 | 922.2347 34811.23 2.374027
x = 1 | f(x) = 35602.51 | 870.7784 34729.3 2.423398
x = 0.381966 | f(x) = 35668.82 | 880.0971 34786.33 2.391628
x = 0.618034 | f(x) = 35644.9 | 872.7159 34769.79 2.403223
x = 0.763932 | f(x) = 35629.08 | 870.0702 34756.6 2.410606
x = 0.854102 | f(x) = 35618.25 | 868.4465 34747.39 2.415368
x = 0.90983 | f(x) = 35610.89 | 867.4925 34740.98 2.418388
====================== step 22/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35599.85 | 867.5045 34729.92 2.423398
x = 1 | f(x) = 35435.33 | 841.7746 34591.04 2.515761
x = 0.381966 | f(x) = 35503.09 | 830.83 34669.8 2.457304
x = 0.618034 | f(x) = 35463.09 | 825.8312 34634.77 2.479098
x = 0.763932 | f(x) = 35440.81 | 828.0732 34610.24 2.492898
x = 0.854102 | f(x) = 35432.56 | 834.5397 34595.51 2.501553
x = 0.90983 | f(x) = 35438.35 | 841.9242 34593.91 2.50695
====================== step 23/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35439.26 | 840.4865 34596.27 2.501553
x = 1 | f(x) = 35377.76 | 827.9221 34547.29 2.55107
x = 0.381966 | f(x) = 35416.76 | 819.8319 34594.41 2.518729
x = 0.618034 | f(x) = 35399.79 | 819.4098 34577.85 2.530419
x = 0.763932 | f(x) = 35393.8 | 822.2265 34569.04 2.538053
x = 0.944307 | f(x) = 35386.99 | 828.333 34556.11 2.547925
x = 0.87541 | f(x) = 35393.31 | 829.0394 34561.73 2.544098
====================== step 24/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35389.04 | 833.3278 34553.17 2.55107
x = 1 | f(x) = 35252.07 | 814.3331 34435.09 2.649672
x = 0.381966 | f(x) = 35317.08 | 812.9778 34501.52 2.588142
x = 0.618034 | f(x) = 35288.37 | 809.7173 34476.04 2.611629
x = 0.763932 | f(x) = 35271.32 | 809.3562 34459.34 2.626302
x = 0.854102 | f(x) = 35263.63 | 811.188 34449.81 2.635227
x = 0.90983 | f(x) = 35260.57 | 813.8448 34444.09 2.640721
====================== step 25/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35256.61 | 818.8752 34435.08 2.649672
x = 1 | f(x) = 35162.53 | 858.2907 34301.5 2.73567
x = 0.381966 | f(x) = 35180.62 | 812.9341 34365.01 2.68086
x = 0.618034 | f(x) = 35153.13 | 821.9682 34328.46 2.701316
x = 0.763932 | f(x) = 35158.4 | 837.0526 34318.63 2.71414
x = 0.645766 | f(x) = 35167.63 | 833.393 34331.53 2.703722
x = 0.527864 | f(x) = 35170.22 | 824.2439 34343.28 2.693578
====================== step 26/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35160.91 | 827.0899 34331.12 2.701316
x = 1 | f(x) = 35121.47 | 799.6855 34319.05 2.727657
x = 0.381966 | f(x) = 35148.31 | 811.725 34333.88 2.71051
x = 0.618034 | f(x) = 35139.87 | 807.5913 34329.56 2.716718
x = 0.763932 | f(x) = 35133.07 | 803.7544 34326.6 2.720766
x = 0.854102 | f(x) = 35127.96 | 801.0194 34324.22 2.723348
x = 0.90983 | f(x) = 35124.32 | 799.2132 34322.38 2.724975
====================== step 27/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35118.96 | 797.305 34318.93 2.727657
x = 1 | f(x) = 34992.05 | 809.2472 34179.97 2.832721
x = 0.381966 | f(x) = 35054.05 | 790.9419 34260.34 2.766209
x = 0.618034 | f(x) = 35029.2 | 793.4464 34232.97 2.790908
x = 0.763932 | f(x) = 35015.13 | 799.2223 34213.1 2.80661
x = 0.854102 | f(x) = 35009.12 | 806.1049 34200.2 2.81648
x = 0.90983 | f(x) = 35007.41 | 812.5974 34191.99 2.822644
====================== step 28/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35004.35 | 822.0411 34179.48 2.832721
x = 1 | f(x) = 34934.9 | 806.5687 34125.46 2.869485
x = 0.381966 | f(x) = 34947.2 | 786.7818 34157.57 2.846443
x = 0.618034 | f(x) = 34937.16 | 788.8945 34145.41 2.855019
x = 0.763932 | f(x) = 34935.74 | 795.0432 34137.83 2.860428
x = 0.748026 | f(x) = 34937.97 | 796.5485 34138.56 2.859834
x = 0.854102 | f(x) = 34938.6 | 802.5743 34133.17 2.863834
====================== step 29/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34941.33 | 812.7692 34125.69 2.869485
x = 1 | f(x) = 34824.81 | 779.577 34042.3 2.935666
x = 0.381966 | f(x) = 34880.07 | 788.15 34089.03 2.89441
x = 0.618034 | f(x) = 34858.62 | 784.1191 34071.59 2.90999
x = 0.763932 | f(x) = 34843.91 | 780.8731 34060.12 2.919772
x = 0.854102 | f(x) = 34835.36 | 779.3904 34053.04 2.925865
x = 0.90983 | f(x) = 34830.77 | 779.045 34048.79 2.929592
====================== step 30/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34824.94 | 779.6844 34042.32 2.935666
x = 1 | f(x) = 34721.73 | 773.8267 33944.89 3.012808
x = 0.381966 | f(x) = 34777.79 | 771.9958 34002.83 2.964691
x = 0.618034 | f(x) = 34756.77 | 772.5238 33981.26 2.983068
x = 0.763932 | f(x) = 34743.46 | 772.8125 33967.65 2.994353
x = 0.854102 | f(x) = 34735.33 | 773.2103 33959.12 3.001395
x = 0.90983 | f(x) = 34730.47 | 773.6127 33953.85 3.005758
preparing final solution
computing new velocity
write lock file:
FemModel initialization elapsed time: 0.23601
Total Core solution elapsed time: 115.457
Linear solver elapsed time: 58.5535 (51%)
Total elapsed time: 0 hrs 1 min 55 sec
loading results from cluster
Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/100 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46404e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 41.3708 > 1 %
Convergence criterion: norm(du)/norm(u) 63.1699 > 10 %
Convergence criterion: max(du) 0.000157051
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59081e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 3.67351 > 1 %
Convergence criterion: norm(du)/norm(u) 7.15753 < 10 %
Convergence criterion: max(du) 8.86618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5658e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 1.1092 > 1 %
Convergence criterion: norm(du)/norm(u) 2.86501 < 10 %
Convergence criterion: max(du) 5.14913e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69039e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.445176 < 1 %
Convergence criterion: norm(du)/norm(u) 1.23495 < 10 %
Convergence criterion: max(du) 2.12084e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 4
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87799e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/100 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45763e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.399757 < 1 %
Convergence criterion: norm(du)/norm(u) 13.1945 > 10 %
Convergence criterion: max(du) 3.38382e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4907e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.11105 < 1 %
Convergence criterion: norm(du)/norm(u) 3.36465 < 10 %
Convergence criterion: max(du) 9.83262e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 3/100 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37074e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.271719 < 1 %
Convergence criterion: norm(du)/norm(u) 11.191 > 10 %
Convergence criterion: max(du) 3.27282e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0760363 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86693 < 10 %
Convergence criterion: max(du) 1.51075e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51134e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 4/100 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.60221e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.213589 < 1 %
Convergence criterion: norm(du)/norm(u) 12.8772 > 10 %
Convergence criterion: max(du) 4.34405e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41043e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0615833 < 1 %
Convergence criterion: norm(du)/norm(u) 4.90567 < 10 %
Convergence criterion: max(du) 2.25824e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.95961e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 5/100 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.90946e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.179809 < 1 %
Convergence criterion: norm(du)/norm(u) 13.2229 > 10 %
Convergence criterion: max(du) 4.70946e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37056e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519109 < 1 %
Convergence criterion: norm(du)/norm(u) 5.45808 < 10 %
Convergence criterion: max(du) 2.79437e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86813e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/100 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.39508e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.158264 < 1 %
Convergence criterion: norm(du)/norm(u) 11.3868 > 10 %
Convergence criterion: max(du) 4.73352e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54121e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0451186 < 1 %
Convergence criterion: norm(du)/norm(u) 4.99289 < 10 %
Convergence criterion: max(du) 2.8096e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06949e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 7/100 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69237e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.143012 < 1 %
Convergence criterion: norm(du)/norm(u) 8.50213 < 10 %
Convergence criterion: max(du) 4.06825e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.728e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 8/100 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43192e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.153016 < 1 %
Convergence criterion: norm(du)/norm(u) 7.82694 < 10 %
Convergence criterion: max(du) 4.16491e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91697e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 9/100 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56217e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.148856 < 1 %
Convergence criterion: norm(du)/norm(u) 6.42605 < 10 %
Convergence criterion: max(du) 3.71472e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68563e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 10/100 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56029e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.141791 < 1 %
Convergence criterion: norm(du)/norm(u) 5.02052 < 10 %
Convergence criterion: max(du) 3.04603e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32425e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/100 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54422e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.13502 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86385 < 10 %
Convergence criterion: max(du) 2.37104e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.76992e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 12/100 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49877e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.129412 < 1 %
Convergence criterion: norm(du)/norm(u) 3.00081 < 10 %
Convergence criterion: max(du) 1.79944e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 13/100 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40897e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.124913 < 1 %
Convergence criterion: norm(du)/norm(u) 2.38997 < 10 %
Convergence criterion: max(du) 1.36478e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78586e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 14/100 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.79052e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.121223 < 1 %
Convergence criterion: norm(du)/norm(u) 1.9659 < 10 %
Convergence criterion: max(du) 1.05699e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75427e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 15/100 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54084e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.118074 < 1 %
Convergence criterion: norm(du)/norm(u) 1.66976 < 10 %
Convergence criterion: max(du) 9.1337e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82466e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/100 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.30611e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.115284 < 1 %
Convergence criterion: norm(du)/norm(u) 1.45708 < 10 %
Convergence criterion: max(du) 8.1738e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87497e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 17/100 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46057e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.112745 < 1 %
Convergence criterion: norm(du)/norm(u) 1.297 < 10 %
Convergence criterion: max(du) 7.33628e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.24987e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 18/100 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.110393 < 1 %
Convergence criterion: norm(du)/norm(u) 1.17083 < 10 %
Convergence criterion: max(du) 6.60735e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.23038e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 19/100 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64942e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.108194 < 1 %
Convergence criterion: norm(du)/norm(u) 1.06717 < 10 %
Convergence criterion: max(du) 5.97282e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92811e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 20/100 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48447e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.106124 < 1 %
Convergence criterion: norm(du)/norm(u) 0.979261 < 10 %
Convergence criterion: max(du) 5.42077e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86916e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/100 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52258e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.104166 < 1 %
Convergence criterion: norm(du)/norm(u) 0.903174 < 10 %
Convergence criterion: max(du) 4.94327e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06389e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 22/100 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52633e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.102306 < 1 %
Convergence criterion: norm(du)/norm(u) 0.836364 < 10 %
Convergence criterion: max(du) 4.52671e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60352e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 23/100 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.512e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.100537 < 1 %
Convergence criterion: norm(du)/norm(u) 0.777527 < 10 %
Convergence criterion: max(du) 4.16579e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.88693e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 24/100 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43228e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0988586 < 1 %
Convergence criterion: norm(du)/norm(u) 0.725746 < 10 %
Convergence criterion: max(du) 3.85353e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08658e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 25/100 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53843e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0972602 < 1 %
Convergence criterion: norm(du)/norm(u) 0.680828 < 10 %
Convergence criterion: max(du) 3.58316e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91018e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/100 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49684e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0957358 < 1 %
Convergence criterion: norm(du)/norm(u) 0.64155 < 10 %
Convergence criterion: max(du) 3.34846e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8676e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 27/100 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66515e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0942815 < 1 %
Convergence criterion: norm(du)/norm(u) 0.606878 < 10 %
Convergence criterion: max(du) 3.14378e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 28/100 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.93749e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.092891 < 1 %
Convergence criterion: norm(du)/norm(u) 0.576104 < 10 %
Convergence criterion: max(du) 2.9642e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.48809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 29/100 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.6501e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0915598 < 1 %
Convergence criterion: norm(du)/norm(u) 0.548659 < 10 %
Convergence criterion: max(du) 2.80542e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 30/100 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.67551e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0902828 < 1 %
Convergence criterion: norm(du)/norm(u) 0.524017 < 10 %
Convergence criterion: max(du) 2.66384e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.99277e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/100 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61093e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0890554 < 1 %
Convergence criterion: norm(du)/norm(u) 0.501705 < 10 %
Convergence criterion: max(du) 2.53645e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71052e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 32/100 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63122e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0878746 < 1 %
Convergence criterion: norm(du)/norm(u) 0.48155 < 10 %
Convergence criterion: max(du) 2.42277e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.62479e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 33/100 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.71224e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.086737 < 1 %
Convergence criterion: norm(du)/norm(u) 0.462937 < 10 %
Convergence criterion: max(du) 2.31732e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87959e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 34/100 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55623e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0856397 < 1 %
Convergence criterion: norm(du)/norm(u) 0.445761 < 10 %
Convergence criterion: max(du) 2.21989e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68339e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 35/100 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0845798 < 1 %
Convergence criterion: norm(du)/norm(u) 0.429911 < 10 %
Convergence criterion: max(du) 2.12972e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8839e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/100 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77268e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0835546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.415232 < 10 %
Convergence criterion: max(du) 2.04546e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94192e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 37/100 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66783e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0825623 < 1 %
Convergence criterion: norm(du)/norm(u) 0.401629 < 10 %
Convergence criterion: max(du) 1.96618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92448e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 38/100 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5013e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0816006 < 1 %
Convergence criterion: norm(du)/norm(u) 0.388956 < 10 %
Convergence criterion: max(du) 1.89117e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.81535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 39/100 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0806678 < 1 %
Convergence criterion: norm(du)/norm(u) 0.377139 < 10 %
Convergence criterion: max(du) 1.81995e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.55524e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 40/100 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0797624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.366063 < 10 %
Convergence criterion: max(du) 1.75211e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78666e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/100 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37632e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0788835 < 1 %
Convergence criterion: norm(du)/norm(u) 0.355659 < 10 %
Convergence criterion: max(du) 1.68726e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 42/100 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58487e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0780297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.345829 < 10 %
Convergence criterion: max(du) 1.6253e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79736e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 43/100 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47831e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0772001 < 1 %
Convergence criterion: norm(du)/norm(u) 0.336531 < 10 %
Convergence criterion: max(du) 1.56612e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85086e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 44/100 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61059e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0763938 < 1 %
Convergence criterion: norm(du)/norm(u) 0.32771 < 10 %
Convergence criterion: max(du) 1.50946e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32998e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 45/100 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54894e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0756097 < 1 %
Convergence criterion: norm(du)/norm(u) 0.319321 < 10 %
Convergence criterion: max(du) 1.45515e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91256e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/100 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40265e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0748471 < 1 %
Convergence criterion: norm(du)/norm(u) 0.31129 < 10 %
Convergence criterion: max(du) 1.40307e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.29239e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 47/100 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47552e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0741051 < 1 %
Convergence criterion: norm(du)/norm(u) 0.30364 < 10 %
Convergence criterion: max(du) 1.37128e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 48/100 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48948e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.073383 < 1 %
Convergence criterion: norm(du)/norm(u) 0.296291 < 10 %
Convergence criterion: max(du) 1.34222e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.80278e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 49/100 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55493e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0726801 < 1 %
Convergence criterion: norm(du)/norm(u) 0.289284 < 10 %
Convergence criterion: max(du) 1.31406e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 50/100 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46177e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0719963 < 1 %
Convergence criterion: norm(du)/norm(u) 0.282581 < 10 %
Convergence criterion: max(du) 1.28675e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.69655e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/100 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5188e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0713309 < 1 %
Convergence criterion: norm(du)/norm(u) 0.276151 < 10 %
Convergence criterion: max(du) 1.26026e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84683e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 52/100 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.57832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0706796 < 1 %
Convergence criterion: norm(du)/norm(u) 0.26739 < 10 %
Convergence criterion: max(du) 1.21537e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68152e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 53/100 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59577e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0700458 < 1 %
Convergence criterion: norm(du)/norm(u) 0.258642 < 10 %
Convergence criterion: max(du) 1.16725e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73905e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 54/100 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.50832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0694293 < 1 %
Convergence criterion: norm(du)/norm(u) 0.250216 < 10 %
Convergence criterion: max(du) 1.11931e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.49549e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 55/100 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55136e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0688297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.242157 < 10 %
Convergence criterion: max(du) 1.07263e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91646e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/100 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49982e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0682463 < 1 %
Convergence criterion: norm(du)/norm(u) 0.23445 < 10 %
Convergence criterion: max(du) 1.02753e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92199e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 57/100 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49335e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0676784 < 1 %
Convergence criterion: norm(du)/norm(u) 0.227068 < 10 %
Convergence criterion: max(du) 9.84044e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94663e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 58/100 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63716e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0671247 < 1 %
Convergence criterion: norm(du)/norm(u) 0.219985 < 10 %
Convergence criterion: max(du) 9.42132e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 59/100 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.391e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0665845 < 1 %
Convergence criterion: norm(du)/norm(u) 0.21316 < 10 %
Convergence criterion: max(du) 9.0172e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.77305e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 60/100 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56356e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0660567 < 1 %
Convergence criterion: norm(du)/norm(u) 0.20661 < 10 %
Convergence criterion: max(du) 8.62729e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.34128e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/100 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66591e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0655402 < 1 %
Convergence criterion: norm(du)/norm(u) 0.200294 < 10 %
Convergence criterion: max(du) 8.2509e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70756e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 62/100 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68841e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0650338 < 1 %
Convergence criterion: norm(du)/norm(u) 0.1942 < 10 %
Convergence criterion: max(du) 7.88736e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.11314e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 63/100 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61973e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0645367 < 1 %
Convergence criterion: norm(du)/norm(u) 0.188286 < 10 %
Convergence criterion: max(du) 7.5361e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84297e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 64/100 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73626e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0640481 < 1 %
Convergence criterion: norm(du)/norm(u) 0.182643 < 10 %
Convergence criterion: max(du) 7.19656e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 65/100 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51546e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0635679 < 1 %
Convergence criterion: norm(du)/norm(u) 0.177209 < 10 %
Convergence criterion: max(du) 6.86827e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.27336e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/100 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63383e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0630947 < 1 %
Convergence criterion: norm(du)/norm(u) 0.171982 < 10 %
Convergence criterion: max(du) 6.55079e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66464e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 67/100 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.62677e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0626284 < 1 %
Convergence criterion: norm(du)/norm(u) 0.166923 < 10 %
Convergence criterion: max(du) 6.24369e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06822e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 68/100 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.76063e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0621691 < 1 %
Convergence criterion: norm(du)/norm(u) 0.162067 < 10 %
Convergence criterion: max(du) 5.94661e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6617e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 69/100 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69567e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0617167 < 1 %
Convergence criterion: norm(du)/norm(u) 0.157415 < 10 %
Convergence criterion: max(du) 5.65919e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71945e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 70/100 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49527e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0612709 < 1 %
Convergence criterion: norm(du)/norm(u) 0.152942 < 10 %
Convergence criterion: max(du) 5.3811e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/100 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0608319 < 1 %
Convergence criterion: norm(du)/norm(u) 0.148626 < 10 %
Convergence criterion: max(du) 5.11201e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 72/100 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53007e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0603994 < 1 %
Convergence criterion: norm(du)/norm(u) 0.144495 < 10 %
Convergence criterion: max(du) 4.85161e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.21898e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 73/100 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41734e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0599736 < 1 %
Convergence criterion: norm(du)/norm(u) 0.140536 < 10 %
Convergence criterion: max(du) 4.59963e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.15514e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 74/100 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0595548 < 1 %
Convergence criterion: norm(du)/norm(u) 0.136735 < 10 %
Convergence criterion: max(du) 4.38178e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.47695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 75/100 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49442e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0591427 < 1 %
Convergence criterion: norm(du)/norm(u) 0.133098 < 10 %
Convergence criterion: max(du) 4.18998e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83282e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/100 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5358e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0587374 < 1 %
Convergence criterion: norm(du)/norm(u) 0.129501 < 10 %
Convergence criterion: max(du) 4.00491e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.07323e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 77/100 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58153e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0583389 < 1 %
Convergence criterion: norm(du)/norm(u) 0.126142 < 10 %
Convergence criterion: max(du) 3.82626e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.56374e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 78/100 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49176e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0579472 < 1 %
Convergence criterion: norm(du)/norm(u) 0.122977 < 10 %
Convergence criterion: max(du) 3.65375e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75301e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 79/100 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43233e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0575624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.119979 < 10 %
Convergence criterion: max(du) 3.48709e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46727e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 80/100 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.7235e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0571842 < 1 %
Convergence criterion: norm(du)/norm(u) 0.117114 < 10 %
Convergence criterion: max(du) 3.32601e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.18261e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/100 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0568134 < 1 %
Convergence criterion: norm(du)/norm(u) 0.114406 < 10 %
Convergence criterion: max(du) 3.17027e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79522e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 82/100 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65197e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0564483 < 1 %
Convergence criterion: norm(du)/norm(u) 0.111633 < 10 %
Convergence criterion: max(du) 3.01962e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82532e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 83/100 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.05609 < 1 %
Convergence criterion: norm(du)/norm(u) 0.109134 < 10 %
Convergence criterion: max(du) 2.87383e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.01624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 84/100 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65745e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0557382 < 1 %
Convergence criterion: norm(du)/norm(u) 0.106874 < 10 %
Convergence criterion: max(du) 2.7327e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.54212e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 85/100 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56241e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0553923 < 1 %
Convergence criterion: norm(du)/norm(u) 0.10477 < 10 %
Convergence criterion: max(du) 2.596e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.10503e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/100 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54563e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0550528 < 1 %
Convergence criterion: norm(du)/norm(u) 0.102806 < 10 %
Convergence criterion: max(du) 2.46354e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71954e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 87/100 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49104e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0547191 < 1 %
Convergence criterion: norm(du)/norm(u) 0.100573 < 10 %
Convergence criterion: max(du) 2.33514e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84902e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 88/100 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.524e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0543917 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0987631 < 10 %
Convergence criterion: max(du) 2.21062e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.93887e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 89/100 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45866e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0540702 < 1 %
Convergence criterion: norm(du)/norm(u) 0.096769 < 10 %
Convergence criterion: max(du) 2.08981e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.96869e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 90/100 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35419e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0537546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.095216 < 10 %
Convergence criterion: max(du) 1.97254e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.00159e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/100 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49462e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0534446 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0938171 < 10 %
Convergence criterion: max(du) 1.85867e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79979e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 92/100 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45992e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0531378 < 1 %
Convergence criterion: norm(du)/norm(u) 0.09254 < 10 %
Convergence criterion: max(du) 1.8331e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 93/100 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54759e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0528387 < 1 %
Convergence criterion: norm(du)/norm(u) 0.090965 < 10 %
Convergence criterion: max(du) 1.90686e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.13028e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 94/100 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66691e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0525455 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0898951 < 10 %
Convergence criterion: max(du) 1.97934e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90765e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 95/100 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.42572e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0522575 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0889299 < 10 %
Convergence criterion: max(du) 2.05059e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84115e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/100 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68941e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519714 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0877052 < 10 %
Convergence criterion: max(du) 2.12068e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73773e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 97/100 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0516924 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0868672 < 10 %
Convergence criterion: max(du) 2.18966e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90228e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 98/100 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5011e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0514186 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0861556 < 10 %
Convergence criterion: max(du) 2.25757e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84118e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 99/100 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73495e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0511505 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0853295 < 10 %
Convergence criterion: max(du) 2.32447e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70227e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 100/100 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.75926e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0508877 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0848341 < 10 %
Convergence criterion: max(du) 2.3904e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35628e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.442588
Total Core solution elapsed time: 86.7466
Linear solver elapsed time: 38.8428 (45%)
Total elapsed time: 0 hrs 1 min 27 sec
loading results from cluster
Step 5: Plotting
Step 6: Extract Box SMB
Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/1000 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/1000 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 3/1000 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 4/1000 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 5/1000 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/1000 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 7/1000 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 8/1000 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 9/1000 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 10/1000 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/1000 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 12/1000 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 13/1000 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 14/1000 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 15/1000 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/1000 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 17/1000 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 18/1000 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 19/1000 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 20/1000 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/1000 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 22/1000 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 23/1000 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 24/1000 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 25/1000 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/1000 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 27/1000 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 28/1000 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 29/1000 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 30/1000 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/1000 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 32/1000 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 33/1000 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 34/1000 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 35/1000 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/1000 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 37/1000 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 38/1000 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 39/1000 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 40/1000 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/1000 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 42/1000 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 43/1000 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 44/1000 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 45/1000 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/1000 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 47/1000 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 48/1000 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 49/1000 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 50/1000 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/1000 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 52/1000 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 53/1000 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 54/1000 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 55/1000 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/1000 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 57/1000 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 58/1000 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 59/1000 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 60/1000 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/1000 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 62/1000 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 63/1000 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 64/1000 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 65/1000 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/1000 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 67/1000 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 68/1000 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 69/1000 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 70/1000 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/1000 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 72/1000 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 73/1000 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 74/1000 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 75/1000 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/1000 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 77/1000 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 78/1000 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 79/1000 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 80/1000 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/1000 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 82/1000 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 83/1000 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 84/1000 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 85/1000 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/1000 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 87/1000 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 88/1000 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 89/1000 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 90/1000 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/1000 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 92/1000 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 93/1000 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 94/1000 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 95/1000 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/1000 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 97/1000 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 98/1000 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 99/1000 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 100/1000 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 101/1000 time [yr]: 20.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 102/1000 time [yr]: 20.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 103/1000 time [yr]: 20.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 104/1000 time [yr]: 20.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 105/1000 time [yr]: 21.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 106/1000 time [yr]: 21.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 107/1000 time [yr]: 21.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 108/1000 time [yr]: 21.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 109/1000 time [yr]: 21.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 110/1000 time [yr]: 22.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 111/1000 time [yr]: 22.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 112/1000 time [yr]: 22.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 113/1000 time [yr]: 22.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 114/1000 time [yr]: 22.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 115/1000 time [yr]: 23.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 116/1000 time [yr]: 23.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 117/1000 time [yr]: 23.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 118/1000 time [yr]: 23.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 119/1000 time [yr]: 23.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 120/1000 time [yr]: 24.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 121/1000 time [yr]: 24.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 122/1000 time [yr]: 24.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 123/1000 time [yr]: 24.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 124/1000 time [yr]: 24.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 125/1000 time [yr]: 25.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 126/1000 time [yr]: 25.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 127/1000 time [yr]: 25.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 128/1000 time [yr]: 25.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 129/1000 time [yr]: 25.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 130/1000 time [yr]: 26.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 131/1000 time [yr]: 26.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 132/1000 time [yr]: 26.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 133/1000 time [yr]: 26.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 134/1000 time [yr]: 26.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 135/1000 time [yr]: 27.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 136/1000 time [yr]: 27.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 137/1000 time [yr]: 27.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 138/1000 time [yr]: 27.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 139/1000 time [yr]: 27.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 140/1000 time [yr]: 28.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 141/1000 time [yr]: 28.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 142/1000 time [yr]: 28.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 143/1000 time [yr]: 28.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 144/1000 time [yr]: 28.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 145/1000 time [yr]: 29.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 146/1000 time [yr]: 29.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 147/1000 time [yr]: 29.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 148/1000 time [yr]: 29.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 149/1000 time [yr]: 29.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 150/1000 time [yr]: 30.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 151/1000 time [yr]: 30.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 152/1000 time [yr]: 30.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 153/1000 time [yr]: 30.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 154/1000 time [yr]: 30.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 155/1000 time [yr]: 31.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 156/1000 time [yr]: 31.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 157/1000 time [yr]: 31.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 158/1000 time [yr]: 31.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 159/1000 time [yr]: 31.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 160/1000 time [yr]: 32.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 161/1000 time [yr]: 32.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 162/1000 time [yr]: 32.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 163/1000 time [yr]: 32.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 164/1000 time [yr]: 32.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 165/1000 time [yr]: 33.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 166/1000 time [yr]: 33.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 167/1000 time [yr]: 33.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 168/1000 time [yr]: 33.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 169/1000 time [yr]: 33.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 170/1000 time [yr]: 34.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 171/1000 time [yr]: 34.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 172/1000 time [yr]: 34.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 173/1000 time [yr]: 34.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 174/1000 time [yr]: 34.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 175/1000 time [yr]: 35.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 176/1000 time [yr]: 35.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 177/1000 time [yr]: 35.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 178/1000 time [yr]: 35.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 179/1000 time [yr]: 35.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 180/1000 time [yr]: 36.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 181/1000 time [yr]: 36.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 182/1000 time [yr]: 36.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 183/1000 time [yr]: 36.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 184/1000 time [yr]: 36.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 185/1000 time [yr]: 37.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 186/1000 time [yr]: 37.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 187/1000 time [yr]: 37.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 188/1000 time [yr]: 37.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 189/1000 time [yr]: 37.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 190/1000 time [yr]: 38.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 191/1000 time [yr]: 38.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 192/1000 time [yr]: 38.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 193/1000 time [yr]: 38.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 194/1000 time [yr]: 38.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 195/1000 time [yr]: 39.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 196/1000 time [yr]: 39.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 197/1000 time [yr]: 39.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 198/1000 time [yr]: 39.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 199/1000 time [yr]: 39.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 200/1000 time [yr]: 40.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 201/1000 time [yr]: 40.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 202/1000 time [yr]: 40.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 203/1000 time [yr]: 40.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 204/1000 time [yr]: 40.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 205/1000 time [yr]: 41.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 206/1000 time [yr]: 41.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 207/1000 time [yr]: 41.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 208/1000 time [yr]: 41.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 209/1000 time [yr]: 41.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 210/1000 time [yr]: 42.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 211/1000 time [yr]: 42.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 212/1000 time [yr]: 42.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 213/1000 time [yr]: 42.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 214/1000 time [yr]: 42.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 215/1000 time [yr]: 43.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 216/1000 time [yr]: 43.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 217/1000 time [yr]: 43.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 218/1000 time [yr]: 43.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 219/1000 time [yr]: 43.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 220/1000 time [yr]: 44.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 221/1000 time [yr]: 44.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 222/1000 time [yr]: 44.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 223/1000 time [yr]: 44.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 224/1000 time [yr]: 44.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 225/1000 time [yr]: 45.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 226/1000 time [yr]: 45.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 227/1000 time [yr]: 45.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 228/1000 time [yr]: 45.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 229/1000 time [yr]: 45.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 230/1000 time [yr]: 46.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 231/1000 time [yr]: 46.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 232/1000 time [yr]: 46.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 233/1000 time [yr]: 46.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 234/1000 time [yr]: 46.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 235/1000 time [yr]: 47.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 236/1000 time [yr]: 47.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 237/1000 time [yr]: 47.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 238/1000 time [yr]: 47.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 239/1000 time [yr]: 47.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 240/1000 time [yr]: 48.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 241/1000 time [yr]: 48.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 242/1000 time [yr]: 48.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 243/1000 time [yr]: 48.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 244/1000 time [yr]: 48.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 245/1000 time [yr]: 49.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 246/1000 time [yr]: 49.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 247/1000 time [yr]: 49.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 248/1000 time [yr]: 49.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 249/1000 time [yr]: 49.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 250/1000 time [yr]: 50.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 251/1000 time [yr]: 50.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 252/1000 time [yr]: 50.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 253/1000 time [yr]: 50.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 254/1000 time [yr]: 50.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 255/1000 time [yr]: 51.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 256/1000 time [yr]: 51.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 257/1000 time [yr]: 51.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 258/1000 time [yr]: 51.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 259/1000 time [yr]: 51.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 260/1000 time [yr]: 52.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 261/1000 time [yr]: 52.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 262/1000 time [yr]: 52.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 263/1000 time [yr]: 52.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 264/1000 time [yr]: 52.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 265/1000 time [yr]: 53.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 266/1000 time [yr]: 53.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 267/1000 time [yr]: 53.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 268/1000 time [yr]: 53.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 269/1000 time [yr]: 53.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 270/1000 time [yr]: 54.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 271/1000 time [yr]: 54.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 272/1000 time [yr]: 54.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 273/1000 time [yr]: 54.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 274/1000 time [yr]: 54.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 275/1000 time [yr]: 55.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 276/1000 time [yr]: 55.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 277/1000 time [yr]: 55.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 278/1000 time [yr]: 55.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 279/1000 time [yr]: 55.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 280/1000 time [yr]: 56.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 281/1000 time [yr]: 56.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 282/1000 time [yr]: 56.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 283/1000 time [yr]: 56.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 284/1000 time [yr]: 56.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 285/1000 time [yr]: 57.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 286/1000 time [yr]: 57.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 287/1000 time [yr]: 57.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 288/1000 time [yr]: 57.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 289/1000 time [yr]: 57.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 290/1000 time [yr]: 58.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 291/1000 time [yr]: 58.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 292/1000 time [yr]: 58.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 293/1000 time [yr]: 58.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 294/1000 time [yr]: 58.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 295/1000 time [yr]: 59.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 296/1000 time [yr]: 59.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 297/1000 time [yr]: 59.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 298/1000 time [yr]: 59.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 299/1000 time [yr]: 59.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 300/1000 time [yr]: 60.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 301/1000 time [yr]: 60.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 302/1000 time [yr]: 60.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 303/1000 time [yr]: 60.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 304/1000 time [yr]: 60.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 305/1000 time [yr]: 61.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 306/1000 time [yr]: 61.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 307/1000 time [yr]: 61.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 308/1000 time [yr]: 61.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 309/1000 time [yr]: 61.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 310/1000 time [yr]: 62.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 311/1000 time [yr]: 62.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 312/1000 time [yr]: 62.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 313/1000 time [yr]: 62.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 314/1000 time [yr]: 62.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 315/1000 time [yr]: 63.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 316/1000 time [yr]: 63.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 317/1000 time [yr]: 63.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 318/1000 time [yr]: 63.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 319/1000 time [yr]: 63.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 320/1000 time [yr]: 64.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 321/1000 time [yr]: 64.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 322/1000 time [yr]: 64.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 323/1000 time [yr]: 64.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 324/1000 time [yr]: 64.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 325/1000 time [yr]: 65.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 326/1000 time [yr]: 65.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 327/1000 time [yr]: 65.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 328/1000 time [yr]: 65.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 329/1000 time [yr]: 65.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 330/1000 time [yr]: 66.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 331/1000 time [yr]: 66.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 332/1000 time [yr]: 66.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 333/1000 time [yr]: 66.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 334/1000 time [yr]: 66.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 335/1000 time [yr]: 67.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 336/1000 time [yr]: 67.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 337/1000 time [yr]: 67.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 338/1000 time [yr]: 67.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 339/1000 time [yr]: 67.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 340/1000 time [yr]: 68.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 341/1000 time [yr]: 68.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 342/1000 time [yr]: 68.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 343/1000 time [yr]: 68.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 344/1000 time [yr]: 68.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 345/1000 time [yr]: 69.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 346/1000 time [yr]: 69.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 347/1000 time [yr]: 69.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 348/1000 time [yr]: 69.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 349/1000 time [yr]: 69.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 350/1000 time [yr]: 70.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 351/1000 time [yr]: 70.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 352/1000 time [yr]: 70.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 353/1000 time [yr]: 70.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 354/1000 time [yr]: 70.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 355/1000 time [yr]: 71.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 356/1000 time [yr]: 71.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 357/1000 time [yr]: 71.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 358/1000 time [yr]: 71.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 359/1000 time [yr]: 71.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 360/1000 time [yr]: 72.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 361/1000 time [yr]: 72.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 362/1000 time [yr]: 72.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 363/1000 time [yr]: 72.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 364/1000 time [yr]: 72.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 365/1000 time [yr]: 73.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 366/1000 time [yr]: 73.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 367/1000 time [yr]: 73.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 368/1000 time [yr]: 73.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 369/1000 time [yr]: 73.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 370/1000 time [yr]: 74.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 371/1000 time [yr]: 74.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 372/1000 time [yr]: 74.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 373/1000 time [yr]: 74.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 374/1000 time [yr]: 74.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 375/1000 time [yr]: 75.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 376/1000 time [yr]: 75.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 377/1000 time [yr]: 75.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 378/1000 time [yr]: 75.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 379/1000 time [yr]: 75.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 380/1000 time [yr]: 76.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 381/1000 time [yr]: 76.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 382/1000 time [yr]: 76.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 383/1000 time [yr]: 76.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 384/1000 time [yr]: 76.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 385/1000 time [yr]: 77.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 386/1000 time [yr]: 77.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 387/1000 time [yr]: 77.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 388/1000 time [yr]: 77.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 389/1000 time [yr]: 77.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 390/1000 time [yr]: 78.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 391/1000 time [yr]: 78.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 392/1000 time [yr]: 78.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 393/1000 time [yr]: 78.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 394/1000 time [yr]: 78.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 395/1000 time [yr]: 79.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 396/1000 time [yr]: 79.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 397/1000 time [yr]: 79.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 398/1000 time [yr]: 79.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 399/1000 time [yr]: 79.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 400/1000 time [yr]: 80.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 401/1000 time [yr]: 80.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 402/1000 time [yr]: 80.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 403/1000 time [yr]: 80.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 404/1000 time [yr]: 80.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 405/1000 time [yr]: 81.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 406/1000 time [yr]: 81.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 407/1000 time [yr]: 81.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 408/1000 time [yr]: 81.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 409/1000 time [yr]: 81.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 410/1000 time [yr]: 82.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 411/1000 time [yr]: 82.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 412/1000 time [yr]: 82.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 413/1000 time [yr]: 82.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 414/1000 time [yr]: 82.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 415/1000 time [yr]: 83.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 416/1000 time [yr]: 83.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 417/1000 time [yr]: 83.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 418/1000 time [yr]: 83.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 419/1000 time [yr]: 83.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 420/1000 time [yr]: 84.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 421/1000 time [yr]: 84.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 422/1000 time [yr]: 84.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 423/1000 time [yr]: 84.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 424/1000 time [yr]: 84.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 425/1000 time [yr]: 85.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 426/1000 time [yr]: 85.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 427/1000 time [yr]: 85.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 428/1000 time [yr]: 85.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 429/1000 time [yr]: 85.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 430/1000 time [yr]: 86.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 431/1000 time [yr]: 86.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 432/1000 time [yr]: 86.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 433/1000 time [yr]: 86.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 434/1000 time [yr]: 86.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 435/1000 time [yr]: 87.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 436/1000 time [yr]: 87.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 437/1000 time [yr]: 87.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 438/1000 time [yr]: 87.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 439/1000 time [yr]: 87.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 440/1000 time [yr]: 88.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 441/1000 time [yr]: 88.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 442/1000 time [yr]: 88.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 443/1000 time [yr]: 88.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 444/1000 time [yr]: 88.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 445/1000 time [yr]: 89.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 446/1000 time [yr]: 89.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 447/1000 time [yr]: 89.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 448/1000 time [yr]: 89.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 449/1000 time [yr]: 89.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 450/1000 time [yr]: 90.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 451/1000 time [yr]: 90.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 452/1000 time [yr]: 90.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 453/1000 time [yr]: 90.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 454/1000 time [yr]: 90.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 455/1000 time [yr]: 91.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 456/1000 time [yr]: 91.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 457/1000 time [yr]: 91.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 458/1000 time [yr]: 91.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 459/1000 time [yr]: 91.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 460/1000 time [yr]: 92.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 461/1000 time [yr]: 92.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 462/1000 time [yr]: 92.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 463/1000 time [yr]: 92.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 464/1000 time [yr]: 92.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 465/1000 time [yr]: 93.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 466/1000 time [yr]: 93.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 467/1000 time [yr]: 93.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 468/1000 time [yr]: 93.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 469/1000 time [yr]: 93.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 470/1000 time [yr]: 94.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 471/1000 time [yr]: 94.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 472/1000 time [yr]: 94.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 473/1000 time [yr]: 94.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 474/1000 time [yr]: 94.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 475/1000 time [yr]: 95.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 476/1000 time [yr]: 95.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 477/1000 time [yr]: 95.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 478/1000 time [yr]: 95.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 479/1000 time [yr]: 95.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 480/1000 time [yr]: 96.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 481/1000 time [yr]: 96.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 482/1000 time [yr]: 96.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 483/1000 time [yr]: 96.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 484/1000 time [yr]: 96.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 485/1000 time [yr]: 97.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 486/1000 time [yr]: 97.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 487/1000 time [yr]: 97.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 488/1000 time [yr]: 97.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 489/1000 time [yr]: 97.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 490/1000 time [yr]: 98.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 491/1000 time [yr]: 98.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 492/1000 time [yr]: 98.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 493/1000 time [yr]: 98.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 494/1000 time [yr]: 98.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 495/1000 time [yr]: 99.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 496/1000 time [yr]: 99.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 497/1000 time [yr]: 99.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 498/1000 time [yr]: 99.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 499/1000 time [yr]: 99.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 500/1000 time [yr]: 100.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 501/1000 time [yr]: 100.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 502/1000 time [yr]: 100.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 503/1000 time [yr]: 100.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 504/1000 time [yr]: 100.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 505/1000 time [yr]: 101.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 506/1000 time [yr]: 101.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 507/1000 time [yr]: 101.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 508/1000 time [yr]: 101.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 509/1000 time [yr]: 101.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 510/1000 time [yr]: 102.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 511/1000 time [yr]: 102.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 512/1000 time [yr]: 102.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 513/1000 time [yr]: 102.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 514/1000 time [yr]: 102.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 515/1000 time [yr]: 103.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 516/1000 time [yr]: 103.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 517/1000 time [yr]: 103.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 518/1000 time [yr]: 103.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 519/1000 time [yr]: 103.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 520/1000 time [yr]: 104.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 521/1000 time [yr]: 104.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 522/1000 time [yr]: 104.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 523/1000 time [yr]: 104.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 524/1000 time [yr]: 104.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 525/1000 time [yr]: 105.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 526/1000 time [yr]: 105.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 527/1000 time [yr]: 105.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 528/1000 time [yr]: 105.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 529/1000 time [yr]: 105.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 530/1000 time [yr]: 106.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 531/1000 time [yr]: 106.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 532/1000 time [yr]: 106.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 533/1000 time [yr]: 106.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 534/1000 time [yr]: 106.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 535/1000 time [yr]: 107.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 536/1000 time [yr]: 107.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 537/1000 time [yr]: 107.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 538/1000 time [yr]: 107.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 539/1000 time [yr]: 107.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 540/1000 time [yr]: 108.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 541/1000 time [yr]: 108.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 542/1000 time [yr]: 108.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 543/1000 time [yr]: 108.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 544/1000 time [yr]: 108.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 545/1000 time [yr]: 109.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 546/1000 time [yr]: 109.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 547/1000 time [yr]: 109.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 548/1000 time [yr]: 109.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 549/1000 time [yr]: 109.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 550/1000 time [yr]: 110.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 551/1000 time [yr]: 110.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 552/1000 time [yr]: 110.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 553/1000 time [yr]: 110.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 554/1000 time [yr]: 110.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 555/1000 time [yr]: 111.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 556/1000 time [yr]: 111.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 557/1000 time [yr]: 111.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 558/1000 time [yr]: 111.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 559/1000 time [yr]: 111.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 560/1000 time [yr]: 112.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 561/1000 time [yr]: 112.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 562/1000 time [yr]: 112.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 563/1000 time [yr]: 112.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 564/1000 time [yr]: 112.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 565/1000 time [yr]: 113.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 566/1000 time [yr]: 113.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 567/1000 time [yr]: 113.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 568/1000 time [yr]: 113.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 569/1000 time [yr]: 113.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 570/1000 time [yr]: 114.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 571/1000 time [yr]: 114.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 572/1000 time [yr]: 114.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 573/1000 time [yr]: 114.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 574/1000 time [yr]: 114.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 575/1000 time [yr]: 115.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 576/1000 time [yr]: 115.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 577/1000 time [yr]: 115.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 578/1000 time [yr]: 115.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 579/1000 time [yr]: 115.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 580/1000 time [yr]: 116.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 581/1000 time [yr]: 116.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 582/1000 time [yr]: 116.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 583/1000 time [yr]: 116.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 584/1000 time [yr]: 116.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 585/1000 time [yr]: 117.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 586/1000 time [yr]: 117.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 587/1000 time [yr]: 117.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 588/1000 time [yr]: 117.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 589/1000 time [yr]: 117.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 590/1000 time [yr]: 118.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 591/1000 time [yr]: 118.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 592/1000 time [yr]: 118.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 593/1000 time [yr]: 118.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 594/1000 time [yr]: 118.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 595/1000 time [yr]: 119.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 596/1000 time [yr]: 119.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 597/1000 time [yr]: 119.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 598/1000 time [yr]: 119.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 599/1000 time [yr]: 119.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 600/1000 time [yr]: 120.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 601/1000 time [yr]: 120.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 602/1000 time [yr]: 120.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 603/1000 time [yr]: 120.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 604/1000 time [yr]: 120.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 605/1000 time [yr]: 121.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 606/1000 time [yr]: 121.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 607/1000 time [yr]: 121.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 608/1000 time [yr]: 121.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 609/1000 time [yr]: 121.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 610/1000 time [yr]: 122.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 611/1000 time [yr]: 122.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 612/1000 time [yr]: 122.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 613/1000 time [yr]: 122.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 614/1000 time [yr]: 122.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 615/1000 time [yr]: 123.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 616/1000 time [yr]: 123.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 617/1000 time [yr]: 123.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 618/1000 time [yr]: 123.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 619/1000 time [yr]: 123.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 620/1000 time [yr]: 124.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 621/1000 time [yr]: 124.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 622/1000 time [yr]: 124.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 623/1000 time [yr]: 124.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 624/1000 time [yr]: 124.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 625/1000 time [yr]: 125.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 626/1000 time [yr]: 125.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 627/1000 time [yr]: 125.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 628/1000 time [yr]: 125.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 629/1000 time [yr]: 125.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 630/1000 time [yr]: 126.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 631/1000 time [yr]: 126.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 632/1000 time [yr]: 126.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 633/1000 time [yr]: 126.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 634/1000 time [yr]: 126.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 635/1000 time [yr]: 127.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 636/1000 time [yr]: 127.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 637/1000 time [yr]: 127.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 638/1000 time [yr]: 127.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 639/1000 time [yr]: 127.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 640/1000 time [yr]: 128.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 641/1000 time [yr]: 128.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 642/1000 time [yr]: 128.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 643/1000 time [yr]: 128.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 644/1000 time [yr]: 128.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 645/1000 time [yr]: 129.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 646/1000 time [yr]: 129.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 647/1000 time [yr]: 129.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 648/1000 time [yr]: 129.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 649/1000 time [yr]: 129.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 650/1000 time [yr]: 130.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 651/1000 time [yr]: 130.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 652/1000 time [yr]: 130.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 653/1000 time [yr]: 130.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 654/1000 time [yr]: 130.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 655/1000 time [yr]: 131.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 656/1000 time [yr]: 131.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 657/1000 time [yr]: 131.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 658/1000 time [yr]: 131.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 659/1000 time [yr]: 131.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 660/1000 time [yr]: 132.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 661/1000 time [yr]: 132.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 662/1000 time [yr]: 132.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 663/1000 time [yr]: 132.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 664/1000 time [yr]: 132.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 665/1000 time [yr]: 133.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 666/1000 time [yr]: 133.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 667/1000 time [yr]: 133.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 668/1000 time [yr]: 133.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 669/1000 time [yr]: 133.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 670/1000 time [yr]: 134.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 671/1000 time [yr]: 134.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 672/1000 time [yr]: 134.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 673/1000 time [yr]: 134.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 674/1000 time [yr]: 134.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 675/1000 time [yr]: 135.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 676/1000 time [yr]: 135.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 677/1000 time [yr]: 135.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 678/1000 time [yr]: 135.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 679/1000 time [yr]: 135.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 680/1000 time [yr]: 136.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 681/1000 time [yr]: 136.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 682/1000 time [yr]: 136.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 683/1000 time [yr]: 136.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 684/1000 time [yr]: 136.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 685/1000 time [yr]: 137.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 686/1000 time [yr]: 137.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 687/1000 time [yr]: 137.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 688/1000 time [yr]: 137.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 689/1000 time [yr]: 137.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 690/1000 time [yr]: 138.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 691/1000 time [yr]: 138.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 692/1000 time [yr]: 138.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 693/1000 time [yr]: 138.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 694/1000 time [yr]: 138.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 695/1000 time [yr]: 139.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 696/1000 time [yr]: 139.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 697/1000 time [yr]: 139.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 698/1000 time [yr]: 139.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 699/1000 time [yr]: 139.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 700/1000 time [yr]: 140.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 701/1000 time [yr]: 140.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 702/1000 time [yr]: 140.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 703/1000 time [yr]: 140.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 704/1000 time [yr]: 140.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 705/1000 time [yr]: 141.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 706/1000 time [yr]: 141.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 707/1000 time [yr]: 141.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 708/1000 time [yr]: 141.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 709/1000 time [yr]: 141.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 710/1000 time [yr]: 142.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 711/1000 time [yr]: 142.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 712/1000 time [yr]: 142.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 713/1000 time [yr]: 142.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 714/1000 time [yr]: 142.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 715/1000 time [yr]: 143.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 716/1000 time [yr]: 143.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 717/1000 time [yr]: 143.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 718/1000 time [yr]: 143.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 719/1000 time [yr]: 143.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 720/1000 time [yr]: 144.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 721/1000 time [yr]: 144.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 722/1000 time [yr]: 144.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 723/1000 time [yr]: 144.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 724/1000 time [yr]: 144.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 725/1000 time [yr]: 145.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 726/1000 time [yr]: 145.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 727/1000 time [yr]: 145.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 728/1000 time [yr]: 145.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 729/1000 time [yr]: 145.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 730/1000 time [yr]: 146.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 731/1000 time [yr]: 146.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 732/1000 time [yr]: 146.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 733/1000 time [yr]: 146.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 734/1000 time [yr]: 146.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 735/1000 time [yr]: 147.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 736/1000 time [yr]: 147.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 737/1000 time [yr]: 147.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 738/1000 time [yr]: 147.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 739/1000 time [yr]: 147.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 740/1000 time [yr]: 148.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 741/1000 time [yr]: 148.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 742/1000 time [yr]: 148.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 743/1000 time [yr]: 148.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 744/1000 time [yr]: 148.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 745/1000 time [yr]: 149.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 746/1000 time [yr]: 149.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 747/1000 time [yr]: 149.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 748/1000 time [yr]: 149.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 749/1000 time [yr]: 149.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 750/1000 time [yr]: 150.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 751/1000 time [yr]: 150.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 752/1000 time [yr]: 150.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 753/1000 time [yr]: 150.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 754/1000 time [yr]: 150.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 755/1000 time [yr]: 151.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 756/1000 time [yr]: 151.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 757/1000 time [yr]: 151.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 758/1000 time [yr]: 151.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 759/1000 time [yr]: 151.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 760/1000 time [yr]: 152.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 761/1000 time [yr]: 152.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 762/1000 time [yr]: 152.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 763/1000 time [yr]: 152.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 764/1000 time [yr]: 152.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 765/1000 time [yr]: 153.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 766/1000 time [yr]: 153.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 767/1000 time [yr]: 153.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 768/1000 time [yr]: 153.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 769/1000 time [yr]: 153.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 770/1000 time [yr]: 154.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 771/1000 time [yr]: 154.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 772/1000 time [yr]: 154.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 773/1000 time [yr]: 154.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 774/1000 time [yr]: 154.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 775/1000 time [yr]: 155.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 776/1000 time [yr]: 155.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 777/1000 time [yr]: 155.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 778/1000 time [yr]: 155.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 779/1000 time [yr]: 155.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 780/1000 time [yr]: 156.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 781/1000 time [yr]: 156.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 782/1000 time [yr]: 156.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 783/1000 time [yr]: 156.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 784/1000 time [yr]: 156.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 785/1000 time [yr]: 157.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 786/1000 time [yr]: 157.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 787/1000 time [yr]: 157.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 788/1000 time [yr]: 157.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 789/1000 time [yr]: 157.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 790/1000 time [yr]: 158.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 791/1000 time [yr]: 158.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 792/1000 time [yr]: 158.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 793/1000 time [yr]: 158.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 794/1000 time [yr]: 158.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 795/1000 time [yr]: 159.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 796/1000 time [yr]: 159.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 797/1000 time [yr]: 159.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 798/1000 time [yr]: 159.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 799/1000 time [yr]: 159.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 800/1000 time [yr]: 160.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 801/1000 time [yr]: 160.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 802/1000 time [yr]: 160.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 803/1000 time [yr]: 160.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 804/1000 time [yr]: 160.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 805/1000 time [yr]: 161.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 806/1000 time [yr]: 161.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 807/1000 time [yr]: 161.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 808/1000 time [yr]: 161.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 809/1000 time [yr]: 161.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 810/1000 time [yr]: 162.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 811/1000 time [yr]: 162.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 812/1000 time [yr]: 162.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 813/1000 time [yr]: 162.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 814/1000 time [yr]: 162.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 815/1000 time [yr]: 163.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 816/1000 time [yr]: 163.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 817/1000 time [yr]: 163.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 818/1000 time [yr]: 163.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 819/1000 time [yr]: 163.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 820/1000 time [yr]: 164.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 821/1000 time [yr]: 164.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 822/1000 time [yr]: 164.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 823/1000 time [yr]: 164.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 824/1000 time [yr]: 164.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 825/1000 time [yr]: 165.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 826/1000 time [yr]: 165.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 827/1000 time [yr]: 165.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 828/1000 time [yr]: 165.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 829/1000 time [yr]: 165.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 830/1000 time [yr]: 166.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 831/1000 time [yr]: 166.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 832/1000 time [yr]: 166.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 833/1000 time [yr]: 166.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 834/1000 time [yr]: 166.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 835/1000 time [yr]: 167.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 836/1000 time [yr]: 167.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 837/1000 time [yr]: 167.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 838/1000 time [yr]: 167.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 839/1000 time [yr]: 167.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 840/1000 time [yr]: 168.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 841/1000 time [yr]: 168.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 842/1000 time [yr]: 168.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 843/1000 time [yr]: 168.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 844/1000 time [yr]: 168.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 845/1000 time [yr]: 169.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 846/1000 time [yr]: 169.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 847/1000 time [yr]: 169.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 848/1000 time [yr]: 169.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 849/1000 time [yr]: 169.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 850/1000 time [yr]: 170.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 851/1000 time [yr]: 170.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 852/1000 time [yr]: 170.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 853/1000 time [yr]: 170.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 854/1000 time [yr]: 170.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 855/1000 time [yr]: 171.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 856/1000 time [yr]: 171.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 857/1000 time [yr]: 171.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 858/1000 time [yr]: 171.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 859/1000 time [yr]: 171.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 860/1000 time [yr]: 172.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 861/1000 time [yr]: 172.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 862/1000 time [yr]: 172.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 863/1000 time [yr]: 172.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 864/1000 time [yr]: 172.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 865/1000 time [yr]: 173.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 866/1000 time [yr]: 173.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 867/1000 time [yr]: 173.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 868/1000 time [yr]: 173.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 869/1000 time [yr]: 173.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 870/1000 time [yr]: 174.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 871/1000 time [yr]: 174.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 872/1000 time [yr]: 174.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 873/1000 time [yr]: 174.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 874/1000 time [yr]: 174.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 875/1000 time [yr]: 175.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 876/1000 time [yr]: 175.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 877/1000 time [yr]: 175.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 878/1000 time [yr]: 175.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 879/1000 time [yr]: 175.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 880/1000 time [yr]: 176.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 881/1000 time [yr]: 176.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 882/1000 time [yr]: 176.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 883/1000 time [yr]: 176.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 884/1000 time [yr]: 176.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 885/1000 time [yr]: 177.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 886/1000 time [yr]: 177.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 887/1000 time [yr]: 177.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 888/1000 time [yr]: 177.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 889/1000 time [yr]: 177.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 890/1000 time [yr]: 178.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 891/1000 time [yr]: 178.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 892/1000 time [yr]: 178.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 893/1000 time [yr]: 178.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 894/1000 time [yr]: 178.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 895/1000 time [yr]: 179.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 896/1000 time [yr]: 179.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 897/1000 time [yr]: 179.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 898/1000 time [yr]: 179.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 899/1000 time [yr]: 179.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 900/1000 time [yr]: 180.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 901/1000 time [yr]: 180.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 902/1000 time [yr]: 180.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 903/1000 time [yr]: 180.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 904/1000 time [yr]: 180.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 905/1000 time [yr]: 181.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 906/1000 time [yr]: 181.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 907/1000 time [yr]: 181.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 908/1000 time [yr]: 181.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 909/1000 time [yr]: 181.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 910/1000 time [yr]: 182.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 911/1000 time [yr]: 182.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 912/1000 time [yr]: 182.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 913/1000 time [yr]: 182.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 914/1000 time [yr]: 182.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 915/1000 time [yr]: 183.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 916/1000 time [yr]: 183.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 917/1000 time [yr]: 183.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 918/1000 time [yr]: 183.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 919/1000 time [yr]: 183.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 920/1000 time [yr]: 184.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 921/1000 time [yr]: 184.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 922/1000 time [yr]: 184.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 923/1000 time [yr]: 184.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 924/1000 time [yr]: 184.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 925/1000 time [yr]: 185.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 926/1000 time [yr]: 185.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 927/1000 time [yr]: 185.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 928/1000 time [yr]: 185.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 929/1000 time [yr]: 185.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 930/1000 time [yr]: 186.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 931/1000 time [yr]: 186.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 932/1000 time [yr]: 186.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 933/1000 time [yr]: 186.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 934/1000 time [yr]: 186.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 935/1000 time [yr]: 187.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 936/1000 time [yr]: 187.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 937/1000 time [yr]: 187.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 938/1000 time [yr]: 187.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 939/1000 time [yr]: 187.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 940/1000 time [yr]: 188.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 941/1000 time [yr]: 188.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 942/1000 time [yr]: 188.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 943/1000 time [yr]: 188.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 944/1000 time [yr]: 188.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 945/1000 time [yr]: 189.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 946/1000 time [yr]: 189.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 947/1000 time [yr]: 189.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 948/1000 time [yr]: 189.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 949/1000 time [yr]: 189.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 950/1000 time [yr]: 190.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 951/1000 time [yr]: 190.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 952/1000 time [yr]: 190.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 953/1000 time [yr]: 190.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 954/1000 time [yr]: 190.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 955/1000 time [yr]: 191.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 956/1000 time [yr]: 191.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 957/1000 time [yr]: 191.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 958/1000 time [yr]: 191.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 959/1000 time [yr]: 191.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 960/1000 time [yr]: 192.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 961/1000 time [yr]: 192.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 962/1000 time [yr]: 192.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 963/1000 time [yr]: 192.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 964/1000 time [yr]: 192.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 965/1000 time [yr]: 193.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 966/1000 time [yr]: 193.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 967/1000 time [yr]: 193.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 968/1000 time [yr]: 193.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 969/1000 time [yr]: 193.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 970/1000 time [yr]: 194.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 971/1000 time [yr]: 194.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 972/1000 time [yr]: 194.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 973/1000 time [yr]: 194.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 974/1000 time [yr]: 194.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 975/1000 time [yr]: 195.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 976/1000 time [yr]: 195.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 977/1000 time [yr]: 195.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 978/1000 time [yr]: 195.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 979/1000 time [yr]: 195.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 980/1000 time [yr]: 196.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 981/1000 time [yr]: 196.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 982/1000 time [yr]: 196.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 983/1000 time [yr]: 196.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 984/1000 time [yr]: 196.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 985/1000 time [yr]: 197.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 986/1000 time [yr]: 197.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 987/1000 time [yr]: 197.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 988/1000 time [yr]: 197.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 989/1000 time [yr]: 197.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 990/1000 time [yr]: 198.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 991/1000 time [yr]: 198.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 992/1000 time [yr]: 198.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 993/1000 time [yr]: 198.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 994/1000 time [yr]: 198.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 995/1000 time [yr]: 199.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 996/1000 time [yr]: 199.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 997/1000 time [yr]: 199.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 998/1000 time [yr]: 199.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 999/1000 time [yr]: 199.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 1000/1000 time [yr]: 200.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.445482
Total Core solution elapsed time: 406.22
Linear solver elapsed time: 207.446 (51%)
Total elapsed time: 0 hrs 6 min 46 sec
loading results from cluster
SUCCESS
+++ exit code: 0
+++ error: 0
----------MATLAB exited in error!----------
starting: AMR
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Coarse mesh
Construction of a mesh from a given geometry
Step 2: Parameterization
boundary conditions for stressbalance model: spc set as zero
no smb.mass_balance specified: values set as zero
no basalforcings.groundedice_melting_rate specified: values set as zero
no basalforcings.floatingice_melting_rate specified: values set as zero
no balancethickness.thickening_rate specified: values set as zero
no thermal boundary conditions created: no observed temperature found
Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
iteration 1/500 time [yr]: 1.00 (time step: 1.00)
computing smb
computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
[1] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 > 0.01 (md.settings.solver_residue_threshold)
[0] ??? Error using ==> ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...
loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-03-20-2025-11-08-30-52590//mismip.outbin: No such file or directory
[Warning:
============================================================
Binary file mismip.outbin not found!
This typically happens when the run crashed.
Please check for error messages above or in the outlog
============================================================
]
[> In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)]
[Warning: Directory already exists.]
[> In AMRexportVTK (line 17)
In runme (line 68)]
Unrecognized field name "TransientSolution".
Error in AMRexportVTK (line 62)
if(isfield(model.results.TransientSolution,'MeshElements'))
Error in runme (line 68)
AMRexportVTK('./VTK',md);FAILURE
finished: AMR
starting: EsaGRACE
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Global mesh creation
Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-2e8c8d7, 1 node, max. 1 thread]
Info : Started on Thu Mar 20 11:08:56 2025
Info : Reading 'sphere.geo'...
Info : Done reading 'sphere.geo'
Info : Meshing 1D...
Info : [ 0%] Meshing curve 1 (Circle)
Info : [ 10%] Meshing curve 2 (Circle)
Info : [ 20%] Meshing curve 3 (Circle)
Info : [ 30%] Meshing curve 4 (Circle)
Info : [ 40%] Meshing curve 5 (Circle)
Info : [ 50%] Meshing curve 6 (Circle)
Info : [ 50%] Meshing curve 7 (Circle)
Info : [ 60%] Meshing curve 8 (Circle)
Info : [ 70%] Meshing curve 9 (Circle)
Info : [ 80%] Meshing curve 10 (Circle)
Info : [ 90%] Meshing curve 11 (Circle)
Info : [100%] Meshing curve 12 (Circle)
Info : Done meshing 1D (Wall 0.0021209s, CPU 0.001949s)
Info : Meshing 2D...
Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt)
Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info : Done meshing 2D (Wall 50.7309s, CPU 31.7984s)
Info : 7669 nodes 15747 elements
Info : Writing 'sphere.msh'...
Info : Done writing 'sphere.msh'
Info : Stopped on Thu Mar 20 11:09:47 2025 (From start: Wall 50.8479s, CPU 31.889s)
gmtmask: num vertices 7668
gmtmask: done
Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
Step 3: Parameterization
Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.358385
Total Core solution elapsed time: 19.7604
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 5: Plot solutions
SUCCESS
finished: EsaGRACE
starting: EsaWahr
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 4207
Step 3: Define loads
Step 4: Parameterization
Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
starting model processor
creating datasets for analysis EsaAnalysis
updating elements and materials for control parameters
updating elements and materials for uncertainty quantification
creating output definitions
done with model processor
Processing finite element model of analysis EsaAnalysis:
toolkits Options set for analysis: EsaAnalysis
configuring element and loads
Configuring elements...
Configuring loads...
Configuring materials...
Configuring inputs...
detecting active vertices
resolving node constraints
creating nodal degrees of freedom
Renumbering degrees of freedom
call computational core:
computing elastic adjustment
toolkits Options set for analysis: EsaAnalysis
computing elastic geodetic core
write lock file:
FemModel initialization elapsed time: 0.384038
Total Core solution elapsed time: 1.56162
Linear solver elapsed time: 0 (0%)
Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
Step 6: Plot solutions
Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
finished: EsaWahr
starting: Greenland
< M A T L A B (R) >
Copyright 1984-2023 The MathWorks, Inc.
R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
December 28, 2023
To get started, type doc.
For product information, visit www.mathworks.com.
ISSM development path correctly loaded
Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
new number of triangles = 6345
Step 2: Parameterization
Loading SeaRISE data from NetCDF
Interpolating surface and bedrock
Constructing thickness
Interpolating velocities
Interpolating temperatures
Interpolating surface mass balance
Construct basal friction parameters
Construct ice rheological properties
Set other boundary conditions
Set geothermal heat flux
Set Pressure
Single point constraints
Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
call computational core:
preparing initial solution
x | Cost function f(x) | List of contributions
====================== step 1/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 59172.79 | 7092.887 52079.9 6.085212e-32
x = 1 | f(x) = 50954.87 | 3600.244 47354.58 0.04587451
====================== step 2/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 50953.45 | 3598.809 47354.6 0.04587451
x = 1 | f(x) = 44978.74 | 2137.679 42840.82 0.2370654
====================== step 3/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44987.02 | 2146.197 42840.58 0.2370654
x = 1 | f(x) = 44425.8 | 2044.873 42380.66 0.2722667
====================== step 4/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 44432.36 | 2051.851 42380.24 0.2722667
x = 1 | f(x) = 42775.97 | 1747.394 41028.16 0.4148691
====================== step 5/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 42783.98 | 1756.726 41026.84 0.4148691
x = 1 | f(x) = 41876.1 | 1659.336 40216.23 0.5302616
====================== step 6/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 41885.98 | 1670.347 40215.1 0.5302616
x = 1 | f(x) = 40869.39 | 1561.173 39307.52 0.6932322
====================== step 7/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 40870.91 | 1563.273 39306.95 0.6932322
x = 1 | f(x) = 39697.76 | 1338.256 38358.58 0.9236775
====================== step 8/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39697.43 | 1338.655 38357.85 0.9236775
x = 1 | f(x) = 39040.22 | 1208.675 37830.47 1.071791
====================== step 9/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 39039.49 | 1208.558 37829.86 1.071791
x = 1 | f(x) = 38556.09 | 1126.764 37428.13 1.191478
====================== step 10/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38552.98 | 1124.507 37427.28 1.191478
x = 1 | f(x) = 38121.56 | 1092.495 37027.74 1.3288
====================== step 11/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 38122.77 | 1094.958 37026.49 1.3288
x = 1 | f(x) = 37729.41 | 1149.628 36578.29 1.493932
====================== step 12/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37740.46 | 1159.142 36579.82 1.493932
x = 1 | f(x) = 37487.92 | 1087.186 36399.14 1.592633
x = 0.381966 | f(x) = 37611.19 | 1112.303 36497.36 1.529775
x = 0.618034 | f(x) = 37561.1 | 1101.089 36458.46 1.55338
x = 0.763932 | f(x) = 37530.94 | 1093.798 36435.58 1.568476
x = 0.854102 | f(x) = 37512.65 | 1089.499 36421.58 1.577683
x = 0.90983 | f(x) = 37501.45 | 1086.979 36412.88 1.583344
====================== step 13/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37484.86 | 1084.592 36398.67 1.592633
x = 1 | f(x) = 37022.46 | 1018.285 36002.41 1.768007
====================== step 14/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 37030.9 | 1026.085 36003.05 1.768007
x = 1 | f(x) = 36814.89 | 1058.135 35754.9 1.859438
x = 0.381966 | f(x) = 36898.13 | 989.5907 35906.74 1.799676
x = 0.618034 | f(x) = 36853.98 | 1003.884 35848.28 1.821225
x = 0.763932 | f(x) = 36838.62 | 1025.038 35811.75 1.835325
x = 0.937069 | f(x) = 36824.08 | 1052.478 35769.75 1.852853
x = 0.870937 | f(x) = 36839.21 | 1051.966 35785.4 1.846056
====================== step 15/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36824.8 | 1068.389 35754.55 1.859438
x = 1 | f(x) = 36559.07 | 954.0377 35603.09 1.936544
x = 0.381966 | f(x) = 36711.5 | 1017.403 35692.21 1.887487
x = 0.618034 | f(x) = 36653.71 | 995.7569 35656.05 1.905392
x = 0.763932 | f(x) = 36614.76 | 978.0481 35634.8 1.916939
x = 0.854102 | f(x) = 36589.85 | 965.9689 35621.95 1.92432
x = 0.90983 | f(x) = 36574.06 | 958.1749 35613.95 1.928974
====================== step 16/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36552.27 | 948.6767 35601.65 1.936544
x = 1 | f(x) = 36368.74 | 909.4905 35457.24 2.009954
x = 0.381966 | f(x) = 36450.66 | 912.2196 35536.48 1.964688
x = 0.618034 | f(x) = 36415.28 | 905.8741 35507.42 1.981913
x = 0.763932 | f(x) = 36394.68 | 904.2792 35488.41 1.992565
x = 0.854102 | f(x) = 36384.31 | 906.0028 35476.31 1.999281
x = 0.90983 | f(x) = 36379.73 | 908.9319 35468.79 2.003357
====================== step 17/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36373.34 | 914.7542 35456.58 2.009954
x = 1 | f(x) = 36229.12 | 957.6674 35269.34 2.111313
x = 0.381966 | f(x) = 36289.06 | 905.1848 35381.82 2.046875
x = 0.618034 | f(x) = 36257.86 | 916.5034 35339.28 2.070593
x = 0.763932 | f(x) = 36247.49 | 932.6872 35312.72 2.085785
x = 0.913021 | f(x) = 36239.38 | 951.6387 35285.64 2.101794
x = 0.856074 | f(x) = 36249.62 | 951.977 35295.55 2.095621
====================== step 18/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36238.23 | 966.1893 35269.93 2.111313
x = 1 | f(x) = 36005.81 | 893.306 35110.31 2.18899
x = 0.381966 | f(x) = 36142.54 | 929.6447 35210.76 2.139784
x = 0.618034 | f(x) = 36093.23 | 916.1558 35174.92 2.158128
x = 0.763932 | f(x) = 36058.58 | 905.5225 35150.89 2.169751
x = 0.854102 | f(x) = 36036.9 | 898.7214 35136 2.177043
x = 0.90983 | f(x) = 36023.73 | 894.6151 35126.93 2.18159
====================== step 19/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 36005.22 | 890.2107 35112.82 2.18899
x = 1 | f(x) = 35868.42 | 869.9581 34996.18 2.287732
x = 0.381966 | f(x) = 35911.39 | 860.1821 35048.98 2.225541
x = 0.618034 | f(x) = 35893.04 | 858.0691 35032.72 2.249067
x = 0.763932 | f(x) = 35881.94 | 859.7353 35019.94 2.263658
x = 0.854102 | f(x) = 35877.04 | 863.763 35011.01 2.272799
x = 0.90983 | f(x) = 35875.47 | 868.0771 35005.11 2.278502
====================== step 20/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35873.35 | 875.6681 34995.4 2.287732
x = 1 | f(x) = 35723.35 | 910.5513 34810.43 2.374027
x = 0.381966 | f(x) = 35789.66 | 860.5594 34926.79 2.319061
x = 0.618034 | f(x) = 35757.04 | 868.789 34885.91 2.339232
x = 0.763932 | f(x) = 35744.03 | 883.7317 34857.95 2.352231
x = 0.854102 | f(x) = 35739.94 | 897.5494 34840.03 2.360435
x = 0.930997 | f(x) = 35737.52 | 910.28 34824.87 2.367548
====================== step 21/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35735.84 | 922.2347 34811.23 2.374027
x = 1 | f(x) = 35602.51 | 870.7784 34729.3 2.423398
x = 0.381966 | f(x) = 35668.82 | 880.0971 34786.33 2.391628
x = 0.618034 | f(x) = 35644.9 | 872.7159 34769.79 2.403223
x = 0.763932 | f(x) = 35629.08 | 870.0702 34756.6 2.410606
x = 0.854102 | f(x) = 35618.25 | 868.4465 34747.39 2.415368
x = 0.90983 | f(x) = 35610.89 | 867.4925 34740.98 2.418388
====================== step 22/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35599.85 | 867.5045 34729.92 2.423398
x = 1 | f(x) = 35435.33 | 841.7746 34591.04 2.515761
x = 0.381966 | f(x) = 35503.09 | 830.83 34669.8 2.457304
x = 0.618034 | f(x) = 35463.09 | 825.8312 34634.77 2.479098
x = 0.763932 | f(x) = 35440.81 | 828.0732 34610.24 2.492898
x = 0.854102 | f(x) = 35432.56 | 834.5397 34595.51 2.501553
x = 0.90983 | f(x) = 35438.35 | 841.9242 34593.91 2.50695
====================== step 23/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35439.26 | 840.4865 34596.27 2.501553
x = 1 | f(x) = 35377.76 | 827.9221 34547.29 2.55107
x = 0.381966 | f(x) = 35416.76 | 819.8319 34594.41 2.518729
x = 0.618034 | f(x) = 35399.79 | 819.4098 34577.85 2.530419
x = 0.763932 | f(x) = 35393.8 | 822.2265 34569.04 2.538053
x = 0.944307 | f(x) = 35386.99 | 828.333 34556.11 2.547925
x = 0.87541 | f(x) = 35393.31 | 829.0394 34561.73 2.544098
====================== step 24/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35389.04 | 833.3278 34553.17 2.55107
x = 1 | f(x) = 35252.07 | 814.3331 34435.09 2.649672
x = 0.381966 | f(x) = 35317.08 | 812.9778 34501.52 2.588142
x = 0.618034 | f(x) = 35288.37 | 809.7173 34476.04 2.611629
x = 0.763932 | f(x) = 35271.32 | 809.3562 34459.34 2.626302
x = 0.854102 | f(x) = 35263.63 | 811.188 34449.81 2.635227
x = 0.90983 | f(x) = 35260.57 | 813.8448 34444.09 2.640721
====================== step 25/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35256.61 | 818.8752 34435.08 2.649672
x = 1 | f(x) = 35162.53 | 858.2907 34301.5 2.73567
x = 0.381966 | f(x) = 35180.62 | 812.9341 34365.01 2.68086
x = 0.618034 | f(x) = 35153.13 | 821.9682 34328.46 2.701316
x = 0.763932 | f(x) = 35158.4 | 837.0526 34318.63 2.71414
x = 0.645766 | f(x) = 35167.63 | 833.393 34331.53 2.703722
x = 0.527864 | f(x) = 35170.22 | 824.2439 34343.28 2.693578
====================== step 26/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35160.91 | 827.0899 34331.12 2.701316
x = 1 | f(x) = 35121.47 | 799.6855 34319.05 2.727657
x = 0.381966 | f(x) = 35148.31 | 811.725 34333.88 2.71051
x = 0.618034 | f(x) = 35139.87 | 807.5913 34329.56 2.716718
x = 0.763932 | f(x) = 35133.07 | 803.7544 34326.6 2.720766
x = 0.854102 | f(x) = 35127.96 | 801.0194 34324.22 2.723348
x = 0.90983 | f(x) = 35124.32 | 799.2132 34322.38 2.724975
====================== step 27/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35118.96 | 797.305 34318.93 2.727657
x = 1 | f(x) = 34992.05 | 809.2472 34179.97 2.832721
x = 0.381966 | f(x) = 35054.05 | 790.9419 34260.34 2.766209
x = 0.618034 | f(x) = 35029.2 | 793.4464 34232.97 2.790908
x = 0.763932 | f(x) = 35015.13 | 799.2223 34213.1 2.80661
x = 0.854102 | f(x) = 35009.12 | 806.1049 34200.2 2.81648
x = 0.90983 | f(x) = 35007.41 | 812.5974 34191.99 2.822644
====================== step 28/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 35004.35 | 822.0411 34179.48 2.832721
x = 1 | f(x) = 34934.9 | 806.5687 34125.46 2.869485
x = 0.381966 | f(x) = 34947.2 | 786.7818 34157.57 2.846443
x = 0.618034 | f(x) = 34937.16 | 788.8945 34145.41 2.855019
x = 0.763932 | f(x) = 34935.74 | 795.0432 34137.83 2.860428
x = 0.748026 | f(x) = 34937.97 | 796.5485 34138.56 2.859834
x = 0.854102 | f(x) = 34938.6 | 802.5743 34133.17 2.863834
====================== step 29/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34941.33 | 812.7692 34125.69 2.869485
x = 1 | f(x) = 34824.81 | 779.577 34042.3 2.935666
x = 0.381966 | f(x) = 34880.07 | 788.15 34089.03 2.89441
x = 0.618034 | f(x) = 34858.62 | 784.1191 34071.59 2.90999
x = 0.763932 | f(x) = 34843.91 | 780.8731 34060.12 2.919772
x = 0.854102 | f(x) = 34835.36 | 779.3904 34053.04 2.925865
x = 0.90983 | f(x) = 34830.77 | 779.045 34048.79 2.929592
====================== step 30/30 ===============================
x = 0 | computing velocities
computing adjoint
saving results
f(x) = 34824.94 | 779.6844 34042.32 2.935666
x = 1 | f(x) = 34721.73 | 773.8267 33944.89 3.012808
x = 0.381966 | f(x) = 34777.79 | 771.9958 34002.83 2.964691
x = 0.618034 | f(x) = 34756.77 | 772.5238 33981.26 2.983068
x = 0.763932 | f(x) = 34743.46 | 772.8125 33967.65 2.994353
x = 0.854102 | f(x) = 34735.33 | 773.2103 33959.12 3.001395
x = 0.90983 | f(x) = 34730.47 | 773.6127 33953.85 3.005758
preparing final solution
computing new velocity
write lock file:
FemModel initialization elapsed time: 0.23601
Total Core solution elapsed time: 115.457
Linear solver elapsed time: 58.5535 (51%)
Total elapsed time: 0 hrs 1 min 55 sec
loading results from cluster
Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/100 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46404e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 41.3708 > 1 %
Convergence criterion: norm(du)/norm(u) 63.1699 > 10 %
Convergence criterion: max(du) 0.000157051
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59081e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 3.67351 > 1 %
Convergence criterion: norm(du)/norm(u) 7.15753 < 10 %
Convergence criterion: max(du) 8.86618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5658e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 1.1092 > 1 %
Convergence criterion: norm(du)/norm(u) 2.86501 < 10 %
Convergence criterion: max(du) 5.14913e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69039e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.445176 < 1 %
Convergence criterion: norm(du)/norm(u) 1.23495 < 10 %
Convergence criterion: max(du) 2.12084e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 4
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87799e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/100 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45763e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.399757 < 1 %
Convergence criterion: norm(du)/norm(u) 13.1945 > 10 %
Convergence criterion: max(du) 3.38382e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4907e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.11105 < 1 %
Convergence criterion: norm(du)/norm(u) 3.36465 < 10 %
Convergence criterion: max(du) 9.83262e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 3/100 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37074e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.271719 < 1 %
Convergence criterion: norm(du)/norm(u) 11.191 > 10 %
Convergence criterion: max(du) 3.27282e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0760363 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86693 < 10 %
Convergence criterion: max(du) 1.51075e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51134e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 4/100 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.60221e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.213589 < 1 %
Convergence criterion: norm(du)/norm(u) 12.8772 > 10 %
Convergence criterion: max(du) 4.34405e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41043e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0615833 < 1 %
Convergence criterion: norm(du)/norm(u) 4.90567 < 10 %
Convergence criterion: max(du) 2.25824e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.95961e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 5/100 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.90946e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.179809 < 1 %
Convergence criterion: norm(du)/norm(u) 13.2229 > 10 %
Convergence criterion: max(du) 4.70946e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37056e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519109 < 1 %
Convergence criterion: norm(du)/norm(u) 5.45808 < 10 %
Convergence criterion: max(du) 2.79437e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86813e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/100 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.39508e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.158264 < 1 %
Convergence criterion: norm(du)/norm(u) 11.3868 > 10 %
Convergence criterion: max(du) 4.73352e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54121e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0451186 < 1 %
Convergence criterion: norm(du)/norm(u) 4.99289 < 10 %
Convergence criterion: max(du) 2.8096e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 2
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06949e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 7/100 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69237e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.143012 < 1 %
Convergence criterion: norm(du)/norm(u) 8.50213 < 10 %
Convergence criterion: max(du) 4.06825e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.728e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 8/100 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43192e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.153016 < 1 %
Convergence criterion: norm(du)/norm(u) 7.82694 < 10 %
Convergence criterion: max(du) 4.16491e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91697e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 9/100 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56217e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.148856 < 1 %
Convergence criterion: norm(du)/norm(u) 6.42605 < 10 %
Convergence criterion: max(du) 3.71472e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68563e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 10/100 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56029e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.141791 < 1 %
Convergence criterion: norm(du)/norm(u) 5.02052 < 10 %
Convergence criterion: max(du) 3.04603e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32425e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/100 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54422e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.13502 < 1 %
Convergence criterion: norm(du)/norm(u) 3.86385 < 10 %
Convergence criterion: max(du) 2.37104e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.76992e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 12/100 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49877e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.129412 < 1 %
Convergence criterion: norm(du)/norm(u) 3.00081 < 10 %
Convergence criterion: max(du) 1.79944e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 13/100 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40897e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.124913 < 1 %
Convergence criterion: norm(du)/norm(u) 2.38997 < 10 %
Convergence criterion: max(du) 1.36478e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78586e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 14/100 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.79052e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.121223 < 1 %
Convergence criterion: norm(du)/norm(u) 1.9659 < 10 %
Convergence criterion: max(du) 1.05699e-05
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75427e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 15/100 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54084e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.118074 < 1 %
Convergence criterion: norm(du)/norm(u) 1.66976 < 10 %
Convergence criterion: max(du) 9.1337e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82466e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/100 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.30611e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.115284 < 1 %
Convergence criterion: norm(du)/norm(u) 1.45708 < 10 %
Convergence criterion: max(du) 8.1738e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87497e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 17/100 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46057e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.112745 < 1 %
Convergence criterion: norm(du)/norm(u) 1.297 < 10 %
Convergence criterion: max(du) 7.33628e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.24987e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 18/100 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59965e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.110393 < 1 %
Convergence criterion: norm(du)/norm(u) 1.17083 < 10 %
Convergence criterion: max(du) 6.60735e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.23038e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 19/100 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64942e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.108194 < 1 %
Convergence criterion: norm(du)/norm(u) 1.06717 < 10 %
Convergence criterion: max(du) 5.97282e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92811e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 20/100 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48447e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.106124 < 1 %
Convergence criterion: norm(du)/norm(u) 0.979261 < 10 %
Convergence criterion: max(du) 5.42077e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.86916e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/100 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52258e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.104166 < 1 %
Convergence criterion: norm(du)/norm(u) 0.903174 < 10 %
Convergence criterion: max(du) 4.94327e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06389e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 22/100 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.52633e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.102306 < 1 %
Convergence criterion: norm(du)/norm(u) 0.836364 < 10 %
Convergence criterion: max(du) 4.52671e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60352e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 23/100 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.512e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.100537 < 1 %
Convergence criterion: norm(du)/norm(u) 0.777527 < 10 %
Convergence criterion: max(du) 4.16579e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.88693e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 24/100 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43228e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0988586 < 1 %
Convergence criterion: norm(du)/norm(u) 0.725746 < 10 %
Convergence criterion: max(du) 3.85353e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08658e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 25/100 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53843e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0972602 < 1 %
Convergence criterion: norm(du)/norm(u) 0.680828 < 10 %
Convergence criterion: max(du) 3.58316e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91018e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/100 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49684e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0957358 < 1 %
Convergence criterion: norm(du)/norm(u) 0.64155 < 10 %
Convergence criterion: max(du) 3.34846e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8676e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 27/100 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66515e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0942815 < 1 %
Convergence criterion: norm(du)/norm(u) 0.606878 < 10 %
Convergence criterion: max(du) 3.14378e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 28/100 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.93749e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.092891 < 1 %
Convergence criterion: norm(du)/norm(u) 0.576104 < 10 %
Convergence criterion: max(du) 2.9642e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.48809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 29/100 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.6501e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0915598 < 1 %
Convergence criterion: norm(du)/norm(u) 0.548659 < 10 %
Convergence criterion: max(du) 2.80542e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 30/100 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.67551e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0902828 < 1 %
Convergence criterion: norm(du)/norm(u) 0.524017 < 10 %
Convergence criterion: max(du) 2.66384e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.99277e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/100 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61093e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0890554 < 1 %
Convergence criterion: norm(du)/norm(u) 0.501705 < 10 %
Convergence criterion: max(du) 2.53645e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71052e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 32/100 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63122e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0878746 < 1 %
Convergence criterion: norm(du)/norm(u) 0.48155 < 10 %
Convergence criterion: max(du) 2.42277e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.62479e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 33/100 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.71224e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.086737 < 1 %
Convergence criterion: norm(du)/norm(u) 0.462937 < 10 %
Convergence criterion: max(du) 2.31732e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.87959e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 34/100 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55623e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0856397 < 1 %
Convergence criterion: norm(du)/norm(u) 0.445761 < 10 %
Convergence criterion: max(du) 2.21989e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68339e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 35/100 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0845798 < 1 %
Convergence criterion: norm(du)/norm(u) 0.429911 < 10 %
Convergence criterion: max(du) 2.12972e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.8839e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/100 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77268e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0835546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.415232 < 10 %
Convergence criterion: max(du) 2.04546e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94192e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 37/100 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66783e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0825623 < 1 %
Convergence criterion: norm(du)/norm(u) 0.401629 < 10 %
Convergence criterion: max(du) 1.96618e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92448e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 38/100 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5013e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0816006 < 1 %
Convergence criterion: norm(du)/norm(u) 0.388956 < 10 %
Convergence criterion: max(du) 1.89117e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.81535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 39/100 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0806678 < 1 %
Convergence criterion: norm(du)/norm(u) 0.377139 < 10 %
Convergence criterion: max(du) 1.81995e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.55524e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 40/100 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0797624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.366063 < 10 %
Convergence criterion: max(du) 1.75211e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.78666e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/100 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.37632e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0788835 < 1 %
Convergence criterion: norm(du)/norm(u) 0.355659 < 10 %
Convergence criterion: max(du) 1.68726e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 42/100 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58487e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0780297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.345829 < 10 %
Convergence criterion: max(du) 1.6253e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79736e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 43/100 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47831e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0772001 < 1 %
Convergence criterion: norm(du)/norm(u) 0.336531 < 10 %
Convergence criterion: max(du) 1.56612e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85086e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 44/100 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61059e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0763938 < 1 %
Convergence criterion: norm(du)/norm(u) 0.32771 < 10 %
Convergence criterion: max(du) 1.50946e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.32998e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 45/100 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54894e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0756097 < 1 %
Convergence criterion: norm(du)/norm(u) 0.319321 < 10 %
Convergence criterion: max(du) 1.45515e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91256e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/100 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40265e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0748471 < 1 %
Convergence criterion: norm(du)/norm(u) 0.31129 < 10 %
Convergence criterion: max(du) 1.40307e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.29239e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 47/100 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.47552e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0741051 < 1 %
Convergence criterion: norm(du)/norm(u) 0.30364 < 10 %
Convergence criterion: max(du) 1.37128e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 48/100 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.48948e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.073383 < 1 %
Convergence criterion: norm(du)/norm(u) 0.296291 < 10 %
Convergence criterion: max(du) 1.34222e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.80278e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 49/100 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55493e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0726801 < 1 %
Convergence criterion: norm(du)/norm(u) 0.289284 < 10 %
Convergence criterion: max(du) 1.31406e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66332e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 50/100 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46177e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0719963 < 1 %
Convergence criterion: norm(du)/norm(u) 0.282581 < 10 %
Convergence criterion: max(du) 1.28675e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.69655e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/100 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5188e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0713309 < 1 %
Convergence criterion: norm(du)/norm(u) 0.276151 < 10 %
Convergence criterion: max(du) 1.26026e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84683e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 52/100 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.57832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0706796 < 1 %
Convergence criterion: norm(du)/norm(u) 0.26739 < 10 %
Convergence criterion: max(du) 1.21537e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.68152e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 53/100 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.59577e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0700458 < 1 %
Convergence criterion: norm(du)/norm(u) 0.258642 < 10 %
Convergence criterion: max(du) 1.16725e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73905e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 54/100 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.50832e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0694293 < 1 %
Convergence criterion: norm(du)/norm(u) 0.250216 < 10 %
Convergence criterion: max(du) 1.11931e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.49549e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 55/100 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.55136e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0688297 < 1 %
Convergence criterion: norm(du)/norm(u) 0.242157 < 10 %
Convergence criterion: max(du) 1.07263e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.91646e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/100 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49982e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0682463 < 1 %
Convergence criterion: norm(du)/norm(u) 0.23445 < 10 %
Convergence criterion: max(du) 1.02753e-06
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.92199e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 57/100 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49335e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0676784 < 1 %
Convergence criterion: norm(du)/norm(u) 0.227068 < 10 %
Convergence criterion: max(du) 9.84044e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.94663e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 58/100 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63716e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0671247 < 1 %
Convergence criterion: norm(du)/norm(u) 0.219985 < 10 %
Convergence criterion: max(du) 9.42132e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.08767e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 59/100 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.391e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0665845 < 1 %
Convergence criterion: norm(du)/norm(u) 0.21316 < 10 %
Convergence criterion: max(du) 9.0172e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.77305e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 60/100 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56356e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0660567 < 1 %
Convergence criterion: norm(du)/norm(u) 0.20661 < 10 %
Convergence criterion: max(du) 8.62729e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.34128e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/100 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66591e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0655402 < 1 %
Convergence criterion: norm(du)/norm(u) 0.200294 < 10 %
Convergence criterion: max(du) 8.2509e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70756e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 62/100 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68841e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0650338 < 1 %
Convergence criterion: norm(du)/norm(u) 0.1942 < 10 %
Convergence criterion: max(du) 7.88736e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.11314e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 63/100 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61973e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0645367 < 1 %
Convergence criterion: norm(du)/norm(u) 0.188286 < 10 %
Convergence criterion: max(du) 7.5361e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84297e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 64/100 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73626e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0640481 < 1 %
Convergence criterion: norm(du)/norm(u) 0.182643 < 10 %
Convergence criterion: max(du) 7.19656e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.801e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 65/100 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.51546e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0635679 < 1 %
Convergence criterion: norm(du)/norm(u) 0.177209 < 10 %
Convergence criterion: max(du) 6.86827e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.27336e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/100 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.63383e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0630947 < 1 %
Convergence criterion: norm(du)/norm(u) 0.171982 < 10 %
Convergence criterion: max(du) 6.55079e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66464e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 67/100 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.62677e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0626284 < 1 %
Convergence criterion: norm(du)/norm(u) 0.166923 < 10 %
Convergence criterion: max(du) 6.24369e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.06822e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 68/100 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.76063e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0621691 < 1 %
Convergence criterion: norm(du)/norm(u) 0.162067 < 10 %
Convergence criterion: max(du) 5.94661e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.6617e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 69/100 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.69567e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0617167 < 1 %
Convergence criterion: norm(du)/norm(u) 0.157415 < 10 %
Convergence criterion: max(du) 5.65919e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71945e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 70/100 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49527e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0612709 < 1 %
Convergence criterion: norm(du)/norm(u) 0.152942 < 10 %
Convergence criterion: max(du) 5.3811e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.60441e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/100 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.64031e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0608319 < 1 %
Convergence criterion: norm(du)/norm(u) 0.148626 < 10 %
Convergence criterion: max(du) 5.11201e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.85535e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 72/100 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.53007e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0603994 < 1 %
Convergence criterion: norm(du)/norm(u) 0.144495 < 10 %
Convergence criterion: max(du) 4.85161e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.21898e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 73/100 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.41734e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0599736 < 1 %
Convergence criterion: norm(du)/norm(u) 0.140536 < 10 %
Convergence criterion: max(du) 4.59963e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.15514e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 74/100 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.61083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0595548 < 1 %
Convergence criterion: norm(du)/norm(u) 0.136735 < 10 %
Convergence criterion: max(du) 4.38178e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.47695e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 75/100 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49442e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0591427 < 1 %
Convergence criterion: norm(du)/norm(u) 0.133098 < 10 %
Convergence criterion: max(du) 4.18998e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.83282e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/100 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5358e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0587374 < 1 %
Convergence criterion: norm(du)/norm(u) 0.129501 < 10 %
Convergence criterion: max(du) 4.00491e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.07323e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 77/100 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.58153e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0583389 < 1 %
Convergence criterion: norm(du)/norm(u) 0.126142 < 10 %
Convergence criterion: max(du) 3.82626e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.56374e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 78/100 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49176e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0579472 < 1 %
Convergence criterion: norm(du)/norm(u) 0.122977 < 10 %
Convergence criterion: max(du) 3.65375e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.75301e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 79/100 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.43233e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0575624 < 1 %
Convergence criterion: norm(du)/norm(u) 0.119979 < 10 %
Convergence criterion: max(du) 3.48709e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.46727e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 80/100 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.7235e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0571842 < 1 %
Convergence criterion: norm(du)/norm(u) 0.117114 < 10 %
Convergence criterion: max(du) 3.32601e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.18261e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/100 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.4612e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0568134 < 1 %
Convergence criterion: norm(du)/norm(u) 0.114406 < 10 %
Convergence criterion: max(du) 3.17027e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79522e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 82/100 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65197e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0564483 < 1 %
Convergence criterion: norm(du)/norm(u) 0.111633 < 10 %
Convergence criterion: max(du) 3.01962e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.82532e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 83/100 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.77003e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.05609 < 1 %
Convergence criterion: norm(du)/norm(u) 0.109134 < 10 %
Convergence criterion: max(du) 2.87383e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.01624e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 84/100 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.65745e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0557382 < 1 %
Convergence criterion: norm(du)/norm(u) 0.106874 < 10 %
Convergence criterion: max(du) 2.7327e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.54212e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 85/100 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.56241e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0553923 < 1 %
Convergence criterion: norm(du)/norm(u) 0.10477 < 10 %
Convergence criterion: max(du) 2.596e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.10503e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/100 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54563e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0550528 < 1 %
Convergence criterion: norm(du)/norm(u) 0.102806 < 10 %
Convergence criterion: max(du) 2.46354e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.71954e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 87/100 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49104e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0547191 < 1 %
Convergence criterion: norm(du)/norm(u) 0.100573 < 10 %
Convergence criterion: max(du) 2.33514e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84902e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 88/100 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.524e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0543917 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0987631 < 10 %
Convergence criterion: max(du) 2.21062e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.93887e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 89/100 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45866e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0540702 < 1 %
Convergence criterion: norm(du)/norm(u) 0.096769 < 10 %
Convergence criterion: max(du) 2.08981e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.96869e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 90/100 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35419e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0537546 < 1 %
Convergence criterion: norm(du)/norm(u) 0.095216 < 10 %
Convergence criterion: max(du) 1.97254e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.00159e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/100 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.49462e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0534446 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0938171 < 10 %
Convergence criterion: max(du) 1.85867e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.79979e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 92/100 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.45992e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0531378 < 1 %
Convergence criterion: norm(du)/norm(u) 0.09254 < 10 %
Convergence criterion: max(du) 1.8331e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.66809e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 93/100 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.54759e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0528387 < 1 %
Convergence criterion: norm(du)/norm(u) 0.090965 < 10 %
Convergence criterion: max(du) 1.90686e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.13028e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 94/100 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.66691e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0525455 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0898951 < 10 %
Convergence criterion: max(du) 1.97934e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90765e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 95/100 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.42572e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0522575 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0889299 < 10 %
Convergence criterion: max(du) 2.05059e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84115e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/100 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.68941e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0519714 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0877052 < 10 %
Convergence criterion: max(du) 2.12068e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.73773e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 97/100 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.40083e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0516924 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0868672 < 10 %
Convergence criterion: max(du) 2.18966e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.90228e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 98/100 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.5011e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0514186 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0861556 < 10 %
Convergence criterion: max(du) 2.25757e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.84118e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 99/100 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.73495e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0511505 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0853295 < 10 %
Convergence criterion: max(du) 2.32447e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=1.70227e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 100/100 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.75926e-16
Merging solution vector from fset to gset
checking convergence
mechanical equilibrium convergence criterion 0.0508877 < 1 %
Convergence criterion: norm(du)/norm(u) 0.0848341 < 10 %
Convergence criterion: max(du) 2.3904e-07
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
number of unstable constraints: 0
total number of iterations: 1
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
solver residue: norm(KU-F)/norm(F)=2.35628e-16
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.442588
Total Core solution elapsed time: 86.7466
Linear solver elapsed time: 38.8428 (45%)
Total elapsed time: 0 hrs 1 min 27 sec
loading results from cluster
Step 5: Plotting
Step 6: Extract Box SMB
Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster
Ice-sheet and Sea-level System Model (ISSM) version 4.24
(website: http://issm.jpl.nasa.gov forum: https://issm.ess.uci.edu/forum/)
Input updates from constant
Input updates from constant
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
Renumbering degrees of freedom
call computational core:
Updating Mmes
iteration 1/1000 time [yr]: 0.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 2/1000 time [yr]: 0.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 3/1000 time [yr]: 0.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 4/1000 time [yr]: 0.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 5/1000 time [yr]: 1.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 6/1000 time [yr]: 1.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 7/1000 time [yr]: 1.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 8/1000 time [yr]: 1.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 9/1000 time [yr]: 1.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 10/1000 time [yr]: 2.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 11/1000 time [yr]: 2.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 12/1000 time [yr]: 2.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 13/1000 time [yr]: 2.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 14/1000 time [yr]: 2.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 15/1000 time [yr]: 3.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 16/1000 time [yr]: 3.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 17/1000 time [yr]: 3.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 18/1000 time [yr]: 3.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 19/1000 time [yr]: 3.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 20/1000 time [yr]: 4.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 21/1000 time [yr]: 4.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 22/1000 time [yr]: 4.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 23/1000 time [yr]: 4.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 24/1000 time [yr]: 4.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 25/1000 time [yr]: 5.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 26/1000 time [yr]: 5.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 27/1000 time [yr]: 5.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 28/1000 time [yr]: 5.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 29/1000 time [yr]: 5.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 30/1000 time [yr]: 6.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 31/1000 time [yr]: 6.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 32/1000 time [yr]: 6.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 33/1000 time [yr]: 6.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 34/1000 time [yr]: 6.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 35/1000 time [yr]: 7.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 36/1000 time [yr]: 7.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 37/1000 time [yr]: 7.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 38/1000 time [yr]: 7.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 39/1000 time [yr]: 7.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 40/1000 time [yr]: 8.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 41/1000 time [yr]: 8.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 42/1000 time [yr]: 8.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 43/1000 time [yr]: 8.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 44/1000 time [yr]: 8.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 45/1000 time [yr]: 9.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 46/1000 time [yr]: 9.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 47/1000 time [yr]: 9.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 48/1000 time [yr]: 9.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 49/1000 time [yr]: 9.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 50/1000 time [yr]: 10.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 51/1000 time [yr]: 10.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 52/1000 time [yr]: 10.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 53/1000 time [yr]: 10.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 54/1000 time [yr]: 10.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 55/1000 time [yr]: 11.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 56/1000 time [yr]: 11.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 57/1000 time [yr]: 11.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 58/1000 time [yr]: 11.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 59/1000 time [yr]: 11.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 60/1000 time [yr]: 12.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 61/1000 time [yr]: 12.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 62/1000 time [yr]: 12.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 63/1000 time [yr]: 12.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 64/1000 time [yr]: 12.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 65/1000 time [yr]: 13.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 66/1000 time [yr]: 13.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 67/1000 time [yr]: 13.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 68/1000 time [yr]: 13.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 69/1000 time [yr]: 13.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 70/1000 time [yr]: 14.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 71/1000 time [yr]: 14.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 72/1000 time [yr]: 14.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 73/1000 time [yr]: 14.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 74/1000 time [yr]: 14.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 75/1000 time [yr]: 15.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 76/1000 time [yr]: 15.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 77/1000 time [yr]: 15.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 78/1000 time [yr]: 15.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 79/1000 time [yr]: 15.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 80/1000 time [yr]: 16.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 81/1000 time [yr]: 16.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 82/1000 time [yr]: 16.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 83/1000 time [yr]: 16.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 84/1000 time [yr]: 16.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 85/1000 time [yr]: 17.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 86/1000 time [yr]: 17.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 87/1000 time [yr]: 17.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 88/1000 time [yr]: 17.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 89/1000 time [yr]: 17.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 90/1000 time [yr]: 18.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 91/1000 time [yr]: 18.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 92/1000 time [yr]: 18.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 93/1000 time [yr]: 18.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 94/1000 time [yr]: 18.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 95/1000 time [yr]: 19.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 96/1000 time [yr]: 19.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 97/1000 time [yr]: 19.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 98/1000 time [yr]: 19.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 99/1000 time [yr]: 19.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 100/1000 time [yr]: 20.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 101/1000 time [yr]: 20.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 102/1000 time [yr]: 20.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 103/1000 time [yr]: 20.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 104/1000 time [yr]: 20.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 105/1000 time [yr]: 21.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 106/1000 time [yr]: 21.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 107/1000 time [yr]: 21.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 108/1000 time [yr]: 21.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 109/1000 time [yr]: 21.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 110/1000 time [yr]: 22.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 111/1000 time [yr]: 22.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 112/1000 time [yr]: 22.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 113/1000 time [yr]: 22.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 114/1000 time [yr]: 22.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 115/1000 time [yr]: 23.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 116/1000 time [yr]: 23.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 117/1000 time [yr]: 23.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 118/1000 time [yr]: 23.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 119/1000 time [yr]: 23.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 120/1000 time [yr]: 24.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 121/1000 time [yr]: 24.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 122/1000 time [yr]: 24.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 123/1000 time [yr]: 24.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 124/1000 time [yr]: 24.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 125/1000 time [yr]: 25.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 126/1000 time [yr]: 25.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 127/1000 time [yr]: 25.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 128/1000 time [yr]: 25.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 129/1000 time [yr]: 25.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 130/1000 time [yr]: 26.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 131/1000 time [yr]: 26.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 132/1000 time [yr]: 26.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 133/1000 time [yr]: 26.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 134/1000 time [yr]: 26.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 135/1000 time [yr]: 27.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 136/1000 time [yr]: 27.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 137/1000 time [yr]: 27.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 138/1000 time [yr]: 27.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 139/1000 time [yr]: 27.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 140/1000 time [yr]: 28.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 141/1000 time [yr]: 28.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 142/1000 time [yr]: 28.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 143/1000 time [yr]: 28.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 144/1000 time [yr]: 28.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 145/1000 time [yr]: 29.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 146/1000 time [yr]: 29.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 147/1000 time [yr]: 29.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 148/1000 time [yr]: 29.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 149/1000 time [yr]: 29.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 150/1000 time [yr]: 30.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 151/1000 time [yr]: 30.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 152/1000 time [yr]: 30.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 153/1000 time [yr]: 30.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 154/1000 time [yr]: 30.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 155/1000 time [yr]: 31.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 156/1000 time [yr]: 31.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 157/1000 time [yr]: 31.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 158/1000 time [yr]: 31.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 159/1000 time [yr]: 31.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 160/1000 time [yr]: 32.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 161/1000 time [yr]: 32.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 162/1000 time [yr]: 32.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 163/1000 time [yr]: 32.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 164/1000 time [yr]: 32.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 165/1000 time [yr]: 33.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 166/1000 time [yr]: 33.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 167/1000 time [yr]: 33.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 168/1000 time [yr]: 33.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 169/1000 time [yr]: 33.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 170/1000 time [yr]: 34.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 171/1000 time [yr]: 34.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 172/1000 time [yr]: 34.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 173/1000 time [yr]: 34.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 174/1000 time [yr]: 34.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 175/1000 time [yr]: 35.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 176/1000 time [yr]: 35.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 177/1000 time [yr]: 35.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 178/1000 time [yr]: 35.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 179/1000 time [yr]: 35.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 180/1000 time [yr]: 36.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 181/1000 time [yr]: 36.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 182/1000 time [yr]: 36.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 183/1000 time [yr]: 36.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 184/1000 time [yr]: 36.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 185/1000 time [yr]: 37.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 186/1000 time [yr]: 37.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 187/1000 time [yr]: 37.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 188/1000 time [yr]: 37.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 189/1000 time [yr]: 37.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 190/1000 time [yr]: 38.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 191/1000 time [yr]: 38.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 192/1000 time [yr]: 38.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 193/1000 time [yr]: 38.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 194/1000 time [yr]: 38.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 195/1000 time [yr]: 39.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 196/1000 time [yr]: 39.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 197/1000 time [yr]: 39.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 198/1000 time [yr]: 39.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 199/1000 time [yr]: 39.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 200/1000 time [yr]: 40.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 201/1000 time [yr]: 40.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 202/1000 time [yr]: 40.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 203/1000 time [yr]: 40.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 204/1000 time [yr]: 40.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 205/1000 time [yr]: 41.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 206/1000 time [yr]: 41.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 207/1000 time [yr]: 41.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 208/1000 time [yr]: 41.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 209/1000 time [yr]: 41.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 210/1000 time [yr]: 42.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 211/1000 time [yr]: 42.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 212/1000 time [yr]: 42.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 213/1000 time [yr]: 42.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 214/1000 time [yr]: 42.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 215/1000 time [yr]: 43.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 216/1000 time [yr]: 43.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 217/1000 time [yr]: 43.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 218/1000 time [yr]: 43.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 219/1000 time [yr]: 43.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 220/1000 time [yr]: 44.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 221/1000 time [yr]: 44.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 222/1000 time [yr]: 44.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 223/1000 time [yr]: 44.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 224/1000 time [yr]: 44.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 225/1000 time [yr]: 45.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 226/1000 time [yr]: 45.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 227/1000 time [yr]: 45.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 228/1000 time [yr]: 45.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 229/1000 time [yr]: 45.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 230/1000 time [yr]: 46.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 231/1000 time [yr]: 46.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 232/1000 time [yr]: 46.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 233/1000 time [yr]: 46.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 234/1000 time [yr]: 46.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 235/1000 time [yr]: 47.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 236/1000 time [yr]: 47.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 237/1000 time [yr]: 47.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 238/1000 time [yr]: 47.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 239/1000 time [yr]: 47.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 240/1000 time [yr]: 48.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 241/1000 time [yr]: 48.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 242/1000 time [yr]: 48.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 243/1000 time [yr]: 48.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 244/1000 time [yr]: 48.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 245/1000 time [yr]: 49.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 246/1000 time [yr]: 49.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 247/1000 time [yr]: 49.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 248/1000 time [yr]: 49.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 249/1000 time [yr]: 49.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 250/1000 time [yr]: 50.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 251/1000 time [yr]: 50.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 252/1000 time [yr]: 50.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 253/1000 time [yr]: 50.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 254/1000 time [yr]: 50.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 255/1000 time [yr]: 51.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 256/1000 time [yr]: 51.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 257/1000 time [yr]: 51.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 258/1000 time [yr]: 51.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 259/1000 time [yr]: 51.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 260/1000 time [yr]: 52.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 261/1000 time [yr]: 52.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 262/1000 time [yr]: 52.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 263/1000 time [yr]: 52.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 264/1000 time [yr]: 52.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 265/1000 time [yr]: 53.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 266/1000 time [yr]: 53.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 267/1000 time [yr]: 53.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 268/1000 time [yr]: 53.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 269/1000 time [yr]: 53.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 270/1000 time [yr]: 54.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 271/1000 time [yr]: 54.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 272/1000 time [yr]: 54.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 273/1000 time [yr]: 54.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 274/1000 time [yr]: 54.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 275/1000 time [yr]: 55.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 276/1000 time [yr]: 55.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 277/1000 time [yr]: 55.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 278/1000 time [yr]: 55.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 279/1000 time [yr]: 55.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 280/1000 time [yr]: 56.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 281/1000 time [yr]: 56.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 282/1000 time [yr]: 56.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 283/1000 time [yr]: 56.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 284/1000 time [yr]: 56.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 285/1000 time [yr]: 57.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 286/1000 time [yr]: 57.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 287/1000 time [yr]: 57.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 288/1000 time [yr]: 57.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 289/1000 time [yr]: 57.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 290/1000 time [yr]: 58.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 291/1000 time [yr]: 58.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 292/1000 time [yr]: 58.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 293/1000 time [yr]: 58.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 294/1000 time [yr]: 58.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 295/1000 time [yr]: 59.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 296/1000 time [yr]: 59.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 297/1000 time [yr]: 59.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 298/1000 time [yr]: 59.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 299/1000 time [yr]: 59.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 300/1000 time [yr]: 60.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 301/1000 time [yr]: 60.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 302/1000 time [yr]: 60.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 303/1000 time [yr]: 60.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 304/1000 time [yr]: 60.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 305/1000 time [yr]: 61.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 306/1000 time [yr]: 61.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 307/1000 time [yr]: 61.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 308/1000 time [yr]: 61.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 309/1000 time [yr]: 61.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 310/1000 time [yr]: 62.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 311/1000 time [yr]: 62.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 312/1000 time [yr]: 62.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 313/1000 time [yr]: 62.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 314/1000 time [yr]: 62.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 315/1000 time [yr]: 63.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 316/1000 time [yr]: 63.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 317/1000 time [yr]: 63.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 318/1000 time [yr]: 63.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 319/1000 time [yr]: 63.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 320/1000 time [yr]: 64.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 321/1000 time [yr]: 64.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 322/1000 time [yr]: 64.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 323/1000 time [yr]: 64.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 324/1000 time [yr]: 64.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 325/1000 time [yr]: 65.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 326/1000 time [yr]: 65.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 327/1000 time [yr]: 65.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 328/1000 time [yr]: 65.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 329/1000 time [yr]: 65.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 330/1000 time [yr]: 66.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 331/1000 time [yr]: 66.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 332/1000 time [yr]: 66.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 333/1000 time [yr]: 66.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 334/1000 time [yr]: 66.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 335/1000 time [yr]: 67.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 336/1000 time [yr]: 67.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 337/1000 time [yr]: 67.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 338/1000 time [yr]: 67.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 339/1000 time [yr]: 67.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 340/1000 time [yr]: 68.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 341/1000 time [yr]: 68.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 342/1000 time [yr]: 68.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 343/1000 time [yr]: 68.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 344/1000 time [yr]: 68.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 345/1000 time [yr]: 69.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 346/1000 time [yr]: 69.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 347/1000 time [yr]: 69.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 348/1000 time [yr]: 69.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 349/1000 time [yr]: 69.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 350/1000 time [yr]: 70.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 351/1000 time [yr]: 70.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 352/1000 time [yr]: 70.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 353/1000 time [yr]: 70.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 354/1000 time [yr]: 70.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 355/1000 time [yr]: 71.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 356/1000 time [yr]: 71.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 357/1000 time [yr]: 71.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 358/1000 time [yr]: 71.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 359/1000 time [yr]: 71.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 360/1000 time [yr]: 72.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 361/1000 time [yr]: 72.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 362/1000 time [yr]: 72.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 363/1000 time [yr]: 72.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 364/1000 time [yr]: 72.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 365/1000 time [yr]: 73.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 366/1000 time [yr]: 73.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 367/1000 time [yr]: 73.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 368/1000 time [yr]: 73.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 369/1000 time [yr]: 73.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 370/1000 time [yr]: 74.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 371/1000 time [yr]: 74.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 372/1000 time [yr]: 74.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 373/1000 time [yr]: 74.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 374/1000 time [yr]: 74.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 375/1000 time [yr]: 75.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 376/1000 time [yr]: 75.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 377/1000 time [yr]: 75.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 378/1000 time [yr]: 75.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 379/1000 time [yr]: 75.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 380/1000 time [yr]: 76.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 381/1000 time [yr]: 76.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 382/1000 time [yr]: 76.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 383/1000 time [yr]: 76.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 384/1000 time [yr]: 76.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 385/1000 time [yr]: 77.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 386/1000 time [yr]: 77.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 387/1000 time [yr]: 77.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 388/1000 time [yr]: 77.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 389/1000 time [yr]: 77.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 390/1000 time [yr]: 78.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 391/1000 time [yr]: 78.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 392/1000 time [yr]: 78.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 393/1000 time [yr]: 78.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 394/1000 time [yr]: 78.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 395/1000 time [yr]: 79.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 396/1000 time [yr]: 79.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 397/1000 time [yr]: 79.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 398/1000 time [yr]: 79.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 399/1000 time [yr]: 79.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 400/1000 time [yr]: 80.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 401/1000 time [yr]: 80.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 402/1000 time [yr]: 80.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 403/1000 time [yr]: 80.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 404/1000 time [yr]: 80.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 405/1000 time [yr]: 81.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 406/1000 time [yr]: 81.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 407/1000 time [yr]: 81.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 408/1000 time [yr]: 81.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 409/1000 time [yr]: 81.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 410/1000 time [yr]: 82.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 411/1000 time [yr]: 82.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 412/1000 time [yr]: 82.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 413/1000 time [yr]: 82.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 414/1000 time [yr]: 82.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 415/1000 time [yr]: 83.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 416/1000 time [yr]: 83.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 417/1000 time [yr]: 83.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 418/1000 time [yr]: 83.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 419/1000 time [yr]: 83.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 420/1000 time [yr]: 84.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 421/1000 time [yr]: 84.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 422/1000 time [yr]: 84.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 423/1000 time [yr]: 84.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 424/1000 time [yr]: 84.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 425/1000 time [yr]: 85.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 426/1000 time [yr]: 85.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 427/1000 time [yr]: 85.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 428/1000 time [yr]: 85.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 429/1000 time [yr]: 85.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 430/1000 time [yr]: 86.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 431/1000 time [yr]: 86.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 432/1000 time [yr]: 86.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 433/1000 time [yr]: 86.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 434/1000 time [yr]: 86.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 435/1000 time [yr]: 87.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 436/1000 time [yr]: 87.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 437/1000 time [yr]: 87.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 438/1000 time [yr]: 87.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 439/1000 time [yr]: 87.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 440/1000 time [yr]: 88.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 441/1000 time [yr]: 88.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 442/1000 time [yr]: 88.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 443/1000 time [yr]: 88.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 444/1000 time [yr]: 88.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 445/1000 time [yr]: 89.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 446/1000 time [yr]: 89.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 447/1000 time [yr]: 89.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 448/1000 time [yr]: 89.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 449/1000 time [yr]: 89.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 450/1000 time [yr]: 90.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 451/1000 time [yr]: 90.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 452/1000 time [yr]: 90.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 453/1000 time [yr]: 90.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 454/1000 time [yr]: 90.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 455/1000 time [yr]: 91.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 456/1000 time [yr]: 91.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 457/1000 time [yr]: 91.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 458/1000 time [yr]: 91.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 459/1000 time [yr]: 91.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 460/1000 time [yr]: 92.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 461/1000 time [yr]: 92.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 462/1000 time [yr]: 92.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 463/1000 time [yr]: 92.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 464/1000 time [yr]: 92.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 465/1000 time [yr]: 93.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 466/1000 time [yr]: 93.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 467/1000 time [yr]: 93.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 468/1000 time [yr]: 93.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 469/1000 time [yr]: 93.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 470/1000 time [yr]: 94.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 471/1000 time [yr]: 94.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 472/1000 time [yr]: 94.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 473/1000 time [yr]: 94.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 474/1000 time [yr]: 94.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 475/1000 time [yr]: 95.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 476/1000 time [yr]: 95.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 477/1000 time [yr]: 95.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 478/1000 time [yr]: 95.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 479/1000 time [yr]: 95.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 480/1000 time [yr]: 96.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 481/1000 time [yr]: 96.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 482/1000 time [yr]: 96.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 483/1000 time [yr]: 96.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 484/1000 time [yr]: 96.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 485/1000 time [yr]: 97.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 486/1000 time [yr]: 97.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 487/1000 time [yr]: 97.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 488/1000 time [yr]: 97.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 489/1000 time [yr]: 97.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 490/1000 time [yr]: 98.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 491/1000 time [yr]: 98.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 492/1000 time [yr]: 98.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 493/1000 time [yr]: 98.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 494/1000 time [yr]: 98.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 495/1000 time [yr]: 99.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 496/1000 time [yr]: 99.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 497/1000 time [yr]: 99.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 498/1000 time [yr]: 99.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 499/1000 time [yr]: 99.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 500/1000 time [yr]: 100.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 501/1000 time [yr]: 100.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 502/1000 time [yr]: 100.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 503/1000 time [yr]: 100.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 504/1000 time [yr]: 100.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 505/1000 time [yr]: 101.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 506/1000 time [yr]: 101.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 507/1000 time [yr]: 101.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 508/1000 time [yr]: 101.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 509/1000 time [yr]: 101.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 510/1000 time [yr]: 102.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 511/1000 time [yr]: 102.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 512/1000 time [yr]: 102.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 513/1000 time [yr]: 102.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 514/1000 time [yr]: 102.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 515/1000 time [yr]: 103.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 516/1000 time [yr]: 103.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 517/1000 time [yr]: 103.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 518/1000 time [yr]: 103.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 519/1000 time [yr]: 103.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 520/1000 time [yr]: 104.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 521/1000 time [yr]: 104.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 522/1000 time [yr]: 104.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 523/1000 time [yr]: 104.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 524/1000 time [yr]: 104.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 525/1000 time [yr]: 105.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 526/1000 time [yr]: 105.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 527/1000 time [yr]: 105.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 528/1000 time [yr]: 105.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 529/1000 time [yr]: 105.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 530/1000 time [yr]: 106.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 531/1000 time [yr]: 106.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 532/1000 time [yr]: 106.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 533/1000 time [yr]: 106.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 534/1000 time [yr]: 106.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 535/1000 time [yr]: 107.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 536/1000 time [yr]: 107.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 537/1000 time [yr]: 107.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 538/1000 time [yr]: 107.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 539/1000 time [yr]: 107.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 540/1000 time [yr]: 108.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 541/1000 time [yr]: 108.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 542/1000 time [yr]: 108.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 543/1000 time [yr]: 108.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 544/1000 time [yr]: 108.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 545/1000 time [yr]: 109.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 546/1000 time [yr]: 109.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 547/1000 time [yr]: 109.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 548/1000 time [yr]: 109.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 549/1000 time [yr]: 109.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 550/1000 time [yr]: 110.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 551/1000 time [yr]: 110.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 552/1000 time [yr]: 110.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 553/1000 time [yr]: 110.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 554/1000 time [yr]: 110.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 555/1000 time [yr]: 111.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 556/1000 time [yr]: 111.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 557/1000 time [yr]: 111.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 558/1000 time [yr]: 111.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 559/1000 time [yr]: 111.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 560/1000 time [yr]: 112.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 561/1000 time [yr]: 112.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 562/1000 time [yr]: 112.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 563/1000 time [yr]: 112.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 564/1000 time [yr]: 112.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 565/1000 time [yr]: 113.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 566/1000 time [yr]: 113.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 567/1000 time [yr]: 113.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 568/1000 time [yr]: 113.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 569/1000 time [yr]: 113.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 570/1000 time [yr]: 114.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 571/1000 time [yr]: 114.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 572/1000 time [yr]: 114.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 573/1000 time [yr]: 114.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 574/1000 time [yr]: 114.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 575/1000 time [yr]: 115.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 576/1000 time [yr]: 115.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 577/1000 time [yr]: 115.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 578/1000 time [yr]: 115.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 579/1000 time [yr]: 115.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 580/1000 time [yr]: 116.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 581/1000 time [yr]: 116.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 582/1000 time [yr]: 116.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 583/1000 time [yr]: 116.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 584/1000 time [yr]: 116.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 585/1000 time [yr]: 117.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 586/1000 time [yr]: 117.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 587/1000 time [yr]: 117.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 588/1000 time [yr]: 117.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 589/1000 time [yr]: 117.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 590/1000 time [yr]: 118.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 591/1000 time [yr]: 118.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 592/1000 time [yr]: 118.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 593/1000 time [yr]: 118.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 594/1000 time [yr]: 118.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 595/1000 time [yr]: 119.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 596/1000 time [yr]: 119.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 597/1000 time [yr]: 119.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 598/1000 time [yr]: 119.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 599/1000 time [yr]: 119.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 600/1000 time [yr]: 120.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 601/1000 time [yr]: 120.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 602/1000 time [yr]: 120.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 603/1000 time [yr]: 120.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 604/1000 time [yr]: 120.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 605/1000 time [yr]: 121.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 606/1000 time [yr]: 121.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 607/1000 time [yr]: 121.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 608/1000 time [yr]: 121.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 609/1000 time [yr]: 121.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 610/1000 time [yr]: 122.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 611/1000 time [yr]: 122.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 612/1000 time [yr]: 122.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 613/1000 time [yr]: 122.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 614/1000 time [yr]: 122.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 615/1000 time [yr]: 123.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 616/1000 time [yr]: 123.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 617/1000 time [yr]: 123.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 618/1000 time [yr]: 123.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 619/1000 time [yr]: 123.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 620/1000 time [yr]: 124.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 621/1000 time [yr]: 124.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 622/1000 time [yr]: 124.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 623/1000 time [yr]: 124.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 624/1000 time [yr]: 124.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 625/1000 time [yr]: 125.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 626/1000 time [yr]: 125.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 627/1000 time [yr]: 125.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 628/1000 time [yr]: 125.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 629/1000 time [yr]: 125.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 630/1000 time [yr]: 126.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 631/1000 time [yr]: 126.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 632/1000 time [yr]: 126.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 633/1000 time [yr]: 126.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 634/1000 time [yr]: 126.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 635/1000 time [yr]: 127.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 636/1000 time [yr]: 127.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 637/1000 time [yr]: 127.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 638/1000 time [yr]: 127.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 639/1000 time [yr]: 127.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 640/1000 time [yr]: 128.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 641/1000 time [yr]: 128.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 642/1000 time [yr]: 128.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 643/1000 time [yr]: 128.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 644/1000 time [yr]: 128.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 645/1000 time [yr]: 129.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 646/1000 time [yr]: 129.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 647/1000 time [yr]: 129.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 648/1000 time [yr]: 129.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 649/1000 time [yr]: 129.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 650/1000 time [yr]: 130.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 651/1000 time [yr]: 130.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 652/1000 time [yr]: 130.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 653/1000 time [yr]: 130.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 654/1000 time [yr]: 130.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 655/1000 time [yr]: 131.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 656/1000 time [yr]: 131.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 657/1000 time [yr]: 131.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 658/1000 time [yr]: 131.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 659/1000 time [yr]: 131.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 660/1000 time [yr]: 132.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 661/1000 time [yr]: 132.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 662/1000 time [yr]: 132.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 663/1000 time [yr]: 132.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 664/1000 time [yr]: 132.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 665/1000 time [yr]: 133.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 666/1000 time [yr]: 133.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 667/1000 time [yr]: 133.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 668/1000 time [yr]: 133.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 669/1000 time [yr]: 133.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 670/1000 time [yr]: 134.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 671/1000 time [yr]: 134.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 672/1000 time [yr]: 134.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 673/1000 time [yr]: 134.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 674/1000 time [yr]: 134.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 675/1000 time [yr]: 135.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 676/1000 time [yr]: 135.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 677/1000 time [yr]: 135.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 678/1000 time [yr]: 135.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 679/1000 time [yr]: 135.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 680/1000 time [yr]: 136.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 681/1000 time [yr]: 136.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 682/1000 time [yr]: 136.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 683/1000 time [yr]: 136.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 684/1000 time [yr]: 136.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 685/1000 time [yr]: 137.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 686/1000 time [yr]: 137.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 687/1000 time [yr]: 137.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 688/1000 time [yr]: 137.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 689/1000 time [yr]: 137.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 690/1000 time [yr]: 138.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 691/1000 time [yr]: 138.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 692/1000 time [yr]: 138.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 693/1000 time [yr]: 138.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 694/1000 time [yr]: 138.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 695/1000 time [yr]: 139.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 696/1000 time [yr]: 139.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 697/1000 time [yr]: 139.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 698/1000 time [yr]: 139.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 699/1000 time [yr]: 139.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 700/1000 time [yr]: 140.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 701/1000 time [yr]: 140.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 702/1000 time [yr]: 140.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 703/1000 time [yr]: 140.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 704/1000 time [yr]: 140.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 705/1000 time [yr]: 141.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 706/1000 time [yr]: 141.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 707/1000 time [yr]: 141.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 708/1000 time [yr]: 141.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 709/1000 time [yr]: 141.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 710/1000 time [yr]: 142.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 711/1000 time [yr]: 142.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 712/1000 time [yr]: 142.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 713/1000 time [yr]: 142.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 714/1000 time [yr]: 142.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 715/1000 time [yr]: 143.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 716/1000 time [yr]: 143.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 717/1000 time [yr]: 143.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 718/1000 time [yr]: 143.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 719/1000 time [yr]: 143.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 720/1000 time [yr]: 144.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 721/1000 time [yr]: 144.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 722/1000 time [yr]: 144.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 723/1000 time [yr]: 144.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 724/1000 time [yr]: 144.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 725/1000 time [yr]: 145.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 726/1000 time [yr]: 145.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 727/1000 time [yr]: 145.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 728/1000 time [yr]: 145.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 729/1000 time [yr]: 145.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 730/1000 time [yr]: 146.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 731/1000 time [yr]: 146.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 732/1000 time [yr]: 146.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 733/1000 time [yr]: 146.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 734/1000 time [yr]: 146.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 735/1000 time [yr]: 147.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 736/1000 time [yr]: 147.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 737/1000 time [yr]: 147.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 738/1000 time [yr]: 147.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 739/1000 time [yr]: 147.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 740/1000 time [yr]: 148.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 741/1000 time [yr]: 148.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 742/1000 time [yr]: 148.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 743/1000 time [yr]: 148.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 744/1000 time [yr]: 148.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 745/1000 time [yr]: 149.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 746/1000 time [yr]: 149.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 747/1000 time [yr]: 149.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 748/1000 time [yr]: 149.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 749/1000 time [yr]: 149.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 750/1000 time [yr]: 150.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 751/1000 time [yr]: 150.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 752/1000 time [yr]: 150.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 753/1000 time [yr]: 150.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 754/1000 time [yr]: 150.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 755/1000 time [yr]: 151.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 756/1000 time [yr]: 151.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 757/1000 time [yr]: 151.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 758/1000 time [yr]: 151.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 759/1000 time [yr]: 151.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 760/1000 time [yr]: 152.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 761/1000 time [yr]: 152.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 762/1000 time [yr]: 152.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 763/1000 time [yr]: 152.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 764/1000 time [yr]: 152.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 765/1000 time [yr]: 153.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 766/1000 time [yr]: 153.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 767/1000 time [yr]: 153.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 768/1000 time [yr]: 153.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 769/1000 time [yr]: 153.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 770/1000 time [yr]: 154.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 771/1000 time [yr]: 154.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 772/1000 time [yr]: 154.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 773/1000 time [yr]: 154.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 774/1000 time [yr]: 154.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 775/1000 time [yr]: 155.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 776/1000 time [yr]: 155.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 777/1000 time [yr]: 155.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 778/1000 time [yr]: 155.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 779/1000 time [yr]: 155.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 780/1000 time [yr]: 156.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 781/1000 time [yr]: 156.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 782/1000 time [yr]: 156.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 783/1000 time [yr]: 156.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 784/1000 time [yr]: 156.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 785/1000 time [yr]: 157.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 786/1000 time [yr]: 157.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 787/1000 time [yr]: 157.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 788/1000 time [yr]: 157.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 789/1000 time [yr]: 157.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 790/1000 time [yr]: 158.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 791/1000 time [yr]: 158.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 792/1000 time [yr]: 158.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 793/1000 time [yr]: 158.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 794/1000 time [yr]: 158.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 795/1000 time [yr]: 159.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 796/1000 time [yr]: 159.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 797/1000 time [yr]: 159.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 798/1000 time [yr]: 159.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 799/1000 time [yr]: 159.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 800/1000 time [yr]: 160.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 801/1000 time [yr]: 160.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 802/1000 time [yr]: 160.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 803/1000 time [yr]: 160.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 804/1000 time [yr]: 160.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 805/1000 time [yr]: 161.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 806/1000 time [yr]: 161.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 807/1000 time [yr]: 161.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 808/1000 time [yr]: 161.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 809/1000 time [yr]: 161.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 810/1000 time [yr]: 162.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 811/1000 time [yr]: 162.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 812/1000 time [yr]: 162.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 813/1000 time [yr]: 162.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 814/1000 time [yr]: 162.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 815/1000 time [yr]: 163.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 816/1000 time [yr]: 163.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 817/1000 time [yr]: 163.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 818/1000 time [yr]: 163.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 819/1000 time [yr]: 163.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 820/1000 time [yr]: 164.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 821/1000 time [yr]: 164.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 822/1000 time [yr]: 164.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 823/1000 time [yr]: 164.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 824/1000 time [yr]: 164.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 825/1000 time [yr]: 165.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 826/1000 time [yr]: 165.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 827/1000 time [yr]: 165.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 828/1000 time [yr]: 165.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 829/1000 time [yr]: 165.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 830/1000 time [yr]: 166.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 831/1000 time [yr]: 166.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 832/1000 time [yr]: 166.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 833/1000 time [yr]: 166.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 834/1000 time [yr]: 166.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 835/1000 time [yr]: 167.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 836/1000 time [yr]: 167.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 837/1000 time [yr]: 167.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 838/1000 time [yr]: 167.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 839/1000 time [yr]: 167.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 840/1000 time [yr]: 168.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 841/1000 time [yr]: 168.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 842/1000 time [yr]: 168.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 843/1000 time [yr]: 168.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 844/1000 time [yr]: 168.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 845/1000 time [yr]: 169.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 846/1000 time [yr]: 169.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 847/1000 time [yr]: 169.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 848/1000 time [yr]: 169.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 849/1000 time [yr]: 169.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 850/1000 time [yr]: 170.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 851/1000 time [yr]: 170.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 852/1000 time [yr]: 170.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 853/1000 time [yr]: 170.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 854/1000 time [yr]: 170.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 855/1000 time [yr]: 171.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 856/1000 time [yr]: 171.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 857/1000 time [yr]: 171.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 858/1000 time [yr]: 171.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 859/1000 time [yr]: 171.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 860/1000 time [yr]: 172.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 861/1000 time [yr]: 172.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 862/1000 time [yr]: 172.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 863/1000 time [yr]: 172.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 864/1000 time [yr]: 172.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 865/1000 time [yr]: 173.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 866/1000 time [yr]: 173.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 867/1000 time [yr]: 173.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 868/1000 time [yr]: 173.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 869/1000 time [yr]: 173.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 870/1000 time [yr]: 174.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 871/1000 time [yr]: 174.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 872/1000 time [yr]: 174.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 873/1000 time [yr]: 174.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 874/1000 time [yr]: 174.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 875/1000 time [yr]: 175.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 876/1000 time [yr]: 175.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 877/1000 time [yr]: 175.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 878/1000 time [yr]: 175.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 879/1000 time [yr]: 175.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 880/1000 time [yr]: 176.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 881/1000 time [yr]: 176.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 882/1000 time [yr]: 176.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 883/1000 time [yr]: 176.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 884/1000 time [yr]: 176.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 885/1000 time [yr]: 177.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 886/1000 time [yr]: 177.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 887/1000 time [yr]: 177.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 888/1000 time [yr]: 177.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 889/1000 time [yr]: 177.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 890/1000 time [yr]: 178.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 891/1000 time [yr]: 178.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 892/1000 time [yr]: 178.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 893/1000 time [yr]: 178.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 894/1000 time [yr]: 178.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 895/1000 time [yr]: 179.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 896/1000 time [yr]: 179.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 897/1000 time [yr]: 179.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 898/1000 time [yr]: 179.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 899/1000 time [yr]: 179.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 900/1000 time [yr]: 180.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 901/1000 time [yr]: 180.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 902/1000 time [yr]: 180.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 903/1000 time [yr]: 180.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 904/1000 time [yr]: 180.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 905/1000 time [yr]: 181.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 906/1000 time [yr]: 181.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 907/1000 time [yr]: 181.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 908/1000 time [yr]: 181.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 909/1000 time [yr]: 181.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 910/1000 time [yr]: 182.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 911/1000 time [yr]: 182.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 912/1000 time [yr]: 182.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 913/1000 time [yr]: 182.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 914/1000 time [yr]: 182.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 915/1000 time [yr]: 183.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 916/1000 time [yr]: 183.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 917/1000 time [yr]: 183.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 918/1000 time [yr]: 183.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 919/1000 time [yr]: 183.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 920/1000 time [yr]: 184.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 921/1000 time [yr]: 184.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 922/1000 time [yr]: 184.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 923/1000 time [yr]: 184.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 924/1000 time [yr]: 184.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 925/1000 time [yr]: 185.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 926/1000 time [yr]: 185.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 927/1000 time [yr]: 185.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 928/1000 time [yr]: 185.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 929/1000 time [yr]: 185.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 930/1000 time [yr]: 186.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 931/1000 time [yr]: 186.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 932/1000 time [yr]: 186.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 933/1000 time [yr]: 186.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 934/1000 time [yr]: 186.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 935/1000 time [yr]: 187.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 936/1000 time [yr]: 187.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 937/1000 time [yr]: 187.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 938/1000 time [yr]: 187.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 939/1000 time [yr]: 187.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 940/1000 time [yr]: 188.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 941/1000 time [yr]: 188.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 942/1000 time [yr]: 188.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 943/1000 time [yr]: 188.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 944/1000 time [yr]: 188.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 945/1000 time [yr]: 189.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 946/1000 time [yr]: 189.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 947/1000 time [yr]: 189.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 948/1000 time [yr]: 189.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 949/1000 time [yr]: 189.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 950/1000 time [yr]: 190.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 951/1000 time [yr]: 190.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 952/1000 time [yr]: 190.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 953/1000 time [yr]: 190.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 954/1000 time [yr]: 190.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 955/1000 time [yr]: 191.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 956/1000 time [yr]: 191.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 957/1000 time [yr]: 191.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 958/1000 time [yr]: 191.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 959/1000 time [yr]: 191.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 960/1000 time [yr]: 192.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 961/1000 time [yr]: 192.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 962/1000 time [yr]: 192.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 963/1000 time [yr]: 192.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 964/1000 time [yr]: 192.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 965/1000 time [yr]: 193.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 966/1000 time [yr]: 193.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 967/1000 time [yr]: 193.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 968/1000 time [yr]: 193.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 969/1000 time [yr]: 193.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 970/1000 time [yr]: 194.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 971/1000 time [yr]: 194.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 972/1000 time [yr]: 194.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 973/1000 time [yr]: 194.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 974/1000 time [yr]: 194.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 975/1000 time [yr]: 195.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 976/1000 time [yr]: 195.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 977/1000 time [yr]: 195.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 978/1000 time [yr]: 195.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 979/1000 time [yr]: 195.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 980/1000 time [yr]: 196.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 981/1000 time [yr]: 196.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 982/1000 time [yr]: 196.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 983/1000 time [yr]: 196.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 984/1000 time [yr]: 196.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 985/1000 time [yr]: 197.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 986/1000 time [yr]: 197.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 987/1000 time [yr]: 197.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 988/1000 time [yr]: 197.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 989/1000 time [yr]: 197.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 990/1000 time [yr]: 198.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 991/1000 time [yr]: 198.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 992/1000 time [yr]: 198.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 993/1000 time [yr]: 198.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 994/1000 time [yr]: 198.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 995/1000 time [yr]: 199.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
iteration 996/1000 time [yr]: 199.20 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 997/1000 time [yr]: 199.40 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 998/1000 time [yr]: 199.60 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 999/1000 time [yr]: 199.80 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
iteration 1000/1000 time [yr]: 200.00 (time step: 0.20)
computing smb
computing new velocity
Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
Get solution from inputs
Reduce vector from g to f set
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
checking convergence
Input updates from constant
Updating inputs from solution for StressbalanceAnalysis
computing basal mass balance
computing mass transport
call computational core
Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
Assembling matrices
Create nodal constraints
Dirichlet lifting applied to load vector
Solving matrix system
Merging solution vector from fset to gset
Updating inputs from solution for MasstransportAnalysis
updating vertices positions
computing transient requested outputs
saving temporary results
write lock file:
FemModel initialization elapsed time: 0.445482
Total Core solution elapsed time: 406.22
Linear solver elapsed time: 207.446 (51%)
Total elapsed time: 0 hrs 6 min 46 sec
loading results from cluster
SUCCESS
finished: Greenland
-----------End of matlab_log.log-----------
Build step 'Execute shell' marked build as failure
Recording test results
Finished: FAILURE