Started by GitHub push by MathieuMorlighem Running as SYSTEM Building remotely on ha:////4BgvQ1i9prjPOBrv/VhgokaczadGgy7/QJViZLetXyEeAAAAoh+LCAAAAAAAAP9b85aBtbiIQTGjNKU4P08vOT+vOD8nVc83PyU1x6OyILUoJzMv2y+/JJUBAhiZGBgqihhk0NSjKDWzXb3RdlLBUSYGJk8GtpzUvPSSDB8G5tKinBIGIZ+sxLJE/ZzEvHT94JKizLx0a6BxUmjGOUNodHsLgAzuEgYx/eT83ILSktQi/dzEZP9gXc+8ktQcfQDHchjrywAAAA==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 8065928a96e0577b56c0f83b28b9fe32aa952f1f (refs/remotes/origin/main) > git config core.sparsecheckout # timeout=10 > git checkout -f 8065928a96e0577b56c0f83b28b9fe32aa952f1f # timeout=10 Commit message: "CHG: adding more tests to Mac M now that bamg is more portable" > git rev-list --no-walk dc307661d80914ba686f1541760c5ac6e2691743 # timeout=10 [macOS-Intel-Examples] $ /bin/bash /var/folders/j6/3xhtbkbs3kj24wm4s4s4b99w0000gp/T/jenkins980953646711477729.sh Cleaning up execution directory ====================================================== Determining installation type ====================================================== List of changed files --------------------- jenkins/mac-silicon-basic jenkins/mac-silicon-python test/Archives/Archive119.arch test/Archives/Archive462.arch test/Archives/Archive464.arch -- checking for changed externalpackages... no -- checking for reconfiguration... no -- checking for recompilation... no ====================================================== Skipping autotools ====================================================== ====================================================== Skipping cmake ====================================================== ====================================================== Skipping petsc ====================================================== ====================================================== Skipping boost ====================================================== ====================================================== Skipping dakota ====================================================== ====================================================== Skipping chaco ====================================================== ====================================================== Skipping curl ====================================================== ====================================================== Skipping hdf5 ====================================================== ====================================================== Skipping netcdf ====================================================== ====================================================== Skipping proj ====================================================== ====================================================== Skipping gdal ====================================================== ====================================================== Skipping gshhg ====================================================== ====================================================== Skipping gmt ====================================================== ====================================================== Skipping gmsh ====================================================== ====================================================== Skipping triangle ====================================================== ====================================================== Skipping m1qn3 ====================================================== ====================================================== Skipping semic ====================================================== ====================================================== Skipping shell2junit ====================================================== 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 files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.2 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── call computational core: iteration 1/500 time [yr]: 1.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 2/500 time [yr]: 2.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 3/500 time [yr]: 3.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 4/500 time [yr]: 4.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call 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[yr]: 20.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 21/500 time [yr]: 21.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 22/500 time [yr]: 22.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 23/500 time [yr]: 23.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions 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computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 439/500 time [yr]: 439.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 440/500 time [yr]: 440.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 441/500 time [yr]: 441.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust 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mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 450/500 time [yr]: 450.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results refining mesh call adjust base and thickness module iteration 451/500 time [yr]: 451.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 452/500 time [yr]: 452.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 453/500 time [yr]: 453.00 (time step: 1.00) 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mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 499/500 time [yr]: 499.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions refining mesh call adjust base and thickness module iteration 500/500 time [yr]: 500.00 (time step: 1.00) computing smb computing new velocity computing basal mass balance computing mass transport computing new grounding line position updating vertices positions saving temporary results write lock file: FemModel initialization elapsed time: 0.20977 Total Core solution elapsed time: 399.081 Linear solver elapsed time: 181.433 (45%) Total elapsed time: 0 hrs 6 min 39 sec loading results from cluster [Warning: Directory already exists.] [> In AMRexportVTK (line 17) In runme (line 68)] SUCCESS 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 4.14.2-git-0cebcd9, 1 node, max. 1 thread] Info : Started on Mon May 11 05:56:21 2026 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 : [ 60%] 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 0.0044912s, CPU 0.002135s) 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 : [ 60%] 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 62.6095s, CPU 33.5101s) Info : 7669 nodes 15747 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Mon May 11 05:57:24 2026 (From start: Wall 62.8854s, CPU 33.6392s) gmtmask: num vertices 7668 gmtmask: done 2026-05-11 05:57:38.425 MATLAB[50434:142750764] 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:]. 2026-05-11 05:57:38.426 MATLAB[50434:142750764] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug. 2026-05-11 05:57:38.436 MATLAB[50434:142750764] 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:]. 2026-05-11 05:57:38.450 MATLAB[50434:142750764] 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:]. 2026-05-11 05:57:38.450 MATLAB[50434:142750764] 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 [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 65)] Step 4: Solve Esa solver checking model consistency marshalling file EsaGRACE.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.2 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── 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: 0.639807 Total Core solution elapsed time: 25.9144 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 26 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 2026-05-11 05:59:21.323 MATLAB[53264:142755171] 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:]. 2026-05-11 05:59:21.323 MATLAB[53264:142755171] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug. 2026-05-11 05:59:21.332 MATLAB[53264:142755171] 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:]. 2026-05-11 05:59:21.351 MATLAB[53264:142755171] 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:]. 2026-05-11 05:59:21.351 MATLAB[53264:142755171] 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 [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In runme (line 73)] Step 5: Solve Esa solver checking model consistency marshalling file EsaWahr.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.2 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── 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: 0.298123 Total Core solution elapsed time: 1.27265 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 2026-05-11 06:00:27.325 MATLAB[54127:142757479] 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:]. 2026-05-11 06:00:27.325 MATLAB[54127:142757479] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug. 2026-05-11 06:00:27.334 MATLAB[54127:142757479] 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:]. 2026-05-11 06:00:27.347 MATLAB[54127:142757479] 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:]. 2026-05-11 06:00:27.347 MATLAB[54127:142757479] 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 [Warning: paterson is outdated, please consider using cuffey instead] [> In paterson (line 10) In TemporaryParameterFile54127 (line 54) In parameterize (line 29) In runme (line 41)] 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 files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.2 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── 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 2.16975 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 | 827.9224 34547.29 2.55107 x = 0.381966 | f(x) = 35416.76 | 819.8319 34594.41 2.518729 x = 0.618034 | f(x) = 35399.79 | 819.4099 34577.85 2.530419 x = 0.763932 | f(x) = 35393.8 | 822.2266 34569.04 2.538053 x = 0.944312 | f(x) = 35386.99 | 828.3333 34556.1 2.547926 x = 0.875413 | f(x) = 35393.31 | 829.0397 34561.73 2.544098 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35389.04 | 833.3282 34553.17 2.55107 x = 1 | f(x) = 35252.08 | 814.3329 34435.09 2.649675 x = 0.381966 | f(x) = 35317.08 | 812.9779 34501.52 2.588143 x = 0.618034 | f(x) = 35288.37 | 809.7173 34476.04 2.61163 x = 0.763932 | f(x) = 35271.33 | 809.3561 34459.34 2.626304 x = 0.854102 | f(x) = 35263.63 | 811.1878 34449.81 2.635229 x = 0.90983 | f(x) = 35260.58 | 813.8446 34444.09 2.640723 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35256.61 | 818.8749 34435.09 2.649675 x = 1 | f(x) = 35162.53 | 858.292 34301.5 2.735675 x = 0.381966 | f(x) = 35180.62 | 812.9345 34365.01 2.680864 x = 0.618034 | f(x) = 35153.13 | 821.9689 34328.46 2.70132 x = 0.763932 | f(x) = 35158.4 | 837.0538 34318.64 2.714145 x = 0.645763 | f(x) = 35167.63 | 833.3938 34331.53 2.703726 x = 0.527864 | f(x) = 35170.22 | 824.2446 34343.28 2.693582 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35160.91 | 827.0908 34331.12 2.70132 x = 1 | f(x) = 35121.46 | 799.6836 34319.05 2.727667 x = 0.381966 | f(x) = 35148.31 | 811.7238 34333.88 2.710516 x = 0.618034 | f(x) = 35139.87 | 807.5897 34329.56 2.716725 x = 0.763932 | f(x) = 35133.07 | 803.7526 34326.59 2.720774 x = 0.854102 | f(x) = 35127.96 | 801.0173 34324.22 2.723357 x = 0.90983 | f(x) = 35124.32 | 799.2112 34322.38 2.724984 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35118.96 | 797.303 34318.93 2.727667 x = 1 | f(x) = 34992.02 | 809.2473 34179.94 2.832745 x = 0.381966 | f(x) = 35054.03 | 790.9421 34260.32 2.766224 x = 0.618034 | f(x) = 35029.18 | 793.4467 34232.94 2.790927 x = 0.763932 | f(x) = 35015.1 | 799.2229 34213.07 2.80663 x = 0.854102 | f(x) = 35009.1 | 806.1055 34200.17 2.816502 x = 0.90983 | f(x) = 35007.39 | 812.5979 34191.97 2.822667 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35004.33 | 822.0412 34179.45 2.832745 x = 1 | f(x) = 34934.87 | 806.5676 34125.44 2.869508 x = 0.381966 | f(x) = 34947.17 | 786.7798 34157.55 2.846466 x = 0.618034 | f(x) = 34937.14 | 788.8931 34145.39 2.855042 x = 0.763932 | f(x) = 34935.71 | 795.0419 34137.81 2.860451 x = 0.748011 | f(x) = 34937.95 | 796.5465 34138.54 2.859856 x = 0.854102 | f(x) = 34938.58 | 802.5729 34133.14 2.863857 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34941.3 | 812.7681 34125.66 2.869508 x = 1 | f(x) = 34824.78 | 779.5762 34042.27 2.935692 x = 0.381966 | f(x) = 34880.04 | 788.1488 34088.99 2.894433 x = 0.618034 | f(x) = 34858.6 | 784.1175 34071.58 2.910014 x = 0.763932 | f(x) = 34843.89 | 780.8718 34060.1 2.919798 x = 0.854102 | f(x) = 34835.33 | 779.3896 34053.02 2.92589 x = 0.90983 | f(x) = 34830.74 | 779.0446 34048.77 2.929617 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34824.91 | 779.6846 34042.29 2.935692 x = 1 | f(x) = 34721.73 | 773.8234 33944.9 3.01281 x = 0.381966 | f(x) = 34777.78 | 771.9941 34002.82 2.964708 x = 0.618034 | f(x) = 34756.76 | 772.5222 33981.26 2.983079 x = 0.763932 | f(x) = 34743.45 | 772.8102 33967.65 2.994361 x = 0.854102 | f(x) = 34735.33 | 773.2073 33959.12 3.001401 x = 0.90983 | f(x) = 34730.47 | 773.6091 33953.85 3.005762 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.178835 Total Core solution elapsed time: 127.51 Linear solver elapsed time: 62.1156 (49%) Total elapsed time: 0 hrs 2 min 7 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file SeaRISEgreenland.bin uploading input files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.2 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── 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)=2.09776e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 41.3709 > 1 % Convergence criterion: norm(du)/norm(u) 63.1693 > 10 % Convergence criterion: max(du) 0.000157035 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)=2.2116e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 3.67351 > 1 % Convergence criterion: norm(du)/norm(u) 7.15748 < 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)=2.24119e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 1.10918 > 1 % Convergence criterion: norm(du)/norm(u) 2.86497 < 10 % Convergence criterion: max(du) 5.14917e-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)=2.08346e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.445161 < 1 % Convergence criterion: norm(du)/norm(u) 1.23493 < 10 % Convergence criterion: max(du) 2.12086e-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 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)=1.57808e-16 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)=2.17886e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.399759 < 1 % Convergence criterion: norm(du)/norm(u) 13.1948 > 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)=2.16245e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.111051 < 1 % Convergence criterion: norm(du)/norm(u) 3.36481 < 10 % Convergence criterion: max(du) 9.83415e-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 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)=1.71054e-16 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)=2.1784e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.271723 < 1 % Convergence criterion: norm(du)/norm(u) 11.1918 > 10 % Convergence criterion: max(du) 3.27293e-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)=2.06994e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0760396 < 1 % Convergence criterion: norm(du)/norm(u) 3.86708 < 10 % Convergence criterion: max(du) 1.51082e-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 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)=1.62692e-16 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)=1.96528e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.213591 < 1 % Convergence criterion: norm(du)/norm(u) 12.8779 > 10 % Convergence criterion: max(du) 4.34461e-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)=1.99925e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0615848 < 1 % Convergence criterion: norm(du)/norm(u) 4.90585 < 10 % Convergence criterion: max(du) 2.25838e-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 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)=1.34849e-16 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)=2.05881e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.17981 < 1 % Convergence criterion: norm(du)/norm(u) 13.2232 > 10 % Convergence criterion: max(du) 4.70967e-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)=2.17294e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0519114 < 1 % Convergence criterion: norm(du)/norm(u) 5.45842 < 10 % Convergence criterion: max(du) 2.79454e-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 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)=1.56634e-16 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)=2.03731e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.158264 < 1 % Convergence criterion: norm(du)/norm(u) 11.387 > 10 % Convergence criterion: max(du) 4.73369e-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)=2.06265e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0451186 < 1 % Convergence criterion: norm(du)/norm(u) 4.99318 < 10 % Convergence criterion: max(du) 2.80973e-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 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)=1.70561e-16 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)=2.18175e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.143012 < 1 % Convergence criterion: norm(du)/norm(u) 8.50211 < 10 % Convergence criterion: max(du) 4.06835e-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 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)=1.42782e-16 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)=2.03026e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.153015 < 1 % Convergence criterion: norm(du)/norm(u) 7.82694 < 10 % Convergence criterion: max(du) 4.16496e-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 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)=1.28549e-16 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)=2.00478e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.148855 < 1 % Convergence criterion: norm(du)/norm(u) 6.42599 < 10 % Convergence criterion: max(du) 3.71475e-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 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)=1.31588e-16 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)=2.06389e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.14179 < 1 % Convergence criterion: norm(du)/norm(u) 5.02042 < 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 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)=1.54694e-16 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)=2.16825e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.135019 < 1 % Convergence criterion: norm(du)/norm(u) 3.86374 < 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 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)=1.53851e-16 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)=2.12309e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.129411 < 1 % Convergence criterion: norm(du)/norm(u) 3.00072 < 10 % Convergence criterion: max(du) 1.79943e-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 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)=1.62802e-16 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)=2.13943e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.124912 < 1 % Convergence criterion: norm(du)/norm(u) 2.38989 < 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 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)=1.6981e-16 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)=2.0692e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.121223 < 1 % Convergence criterion: norm(du)/norm(u) 1.96583 < 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 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)=1.72649e-16 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)=2.13792e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.118073 < 1 % Convergence criterion: norm(du)/norm(u) 1.6697 < 10 % Convergence criterion: max(du) 9.13359e-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 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)=1.61127e-16 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)=1.97326e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.115284 < 1 % Convergence criterion: norm(du)/norm(u) 1.45702 < 10 % Convergence criterion: max(du) 8.17371e-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 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)=1.52375e-16 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)=2.18371e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.112745 < 1 % Convergence criterion: norm(du)/norm(u) 1.29696 < 10 % Convergence criterion: max(du) 7.33621e-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 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)=1.6194e-16 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)=2.18392e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.110393 < 1 % Convergence criterion: norm(du)/norm(u) 1.17079 < 10 % Convergence criterion: max(du) 6.60729e-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 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)=1.44022e-16 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)=2.02182e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.108194 < 1 % Convergence criterion: norm(du)/norm(u) 1.06713 < 10 % Convergence criterion: max(du) 5.97277e-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 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)=1.44392e-16 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)=2.05082e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.106124 < 1 % Convergence criterion: norm(du)/norm(u) 0.979226 < 10 % Convergence criterion: max(du) 5.42073e-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 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)=1.42321e-16 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)=2.29012e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.104165 < 1 % Convergence criterion: norm(du)/norm(u) 0.903141 < 10 % Convergence criterion: max(du) 4.94324e-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 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)=1.60282e-16 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)=2.10835e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.102305 < 1 % Convergence criterion: norm(du)/norm(u) 0.836333 < 10 % Convergence criterion: max(du) 4.52669e-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 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)=1.71649e-16 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)=2.06055e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.100537 < 1 % Convergence criterion: norm(du)/norm(u) 0.777497 < 10 % Convergence criterion: max(du) 4.16577e-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 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)=1.60035e-16 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)=2.14199e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0988583 < 1 % Convergence criterion: norm(du)/norm(u) 0.725709 < 10 % Convergence criterion: max(du) 3.85351e-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 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)=1.43358e-16 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)=2.09029e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.09726 < 1 % Convergence criterion: norm(du)/norm(u) 0.68079 < 10 % Convergence criterion: max(du) 3.58315e-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 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)=1.41132e-16 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)=2.01829e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0957356 < 1 % Convergence criterion: norm(du)/norm(u) 0.641514 < 10 % Convergence criterion: max(du) 3.34844e-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 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)=1.83053e-16 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)=2.05944e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0942813 < 1 % Convergence criterion: norm(du)/norm(u) 0.606847 < 10 % Convergence criterion: max(du) 3.14377e-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 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)=1.4035e-16 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)=2.18733e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0928909 < 1 % Convergence criterion: norm(du)/norm(u) 0.576075 < 10 % Convergence criterion: max(du) 2.96418e-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 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)=1.45805e-16 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)=2.10663e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0915596 < 1 % Convergence criterion: norm(du)/norm(u) 0.548632 < 10 % Convergence criterion: max(du) 2.80541e-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 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)=1.6022e-16 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)=2.07871e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0902827 < 1 % Convergence criterion: norm(du)/norm(u) 0.523992 < 10 % Convergence criterion: max(du) 2.66383e-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 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)=1.49389e-16 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)=1.86837e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0890553 < 1 % Convergence criterion: norm(du)/norm(u) 0.501681 < 10 % Convergence criterion: max(du) 2.53644e-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 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)=1.34392e-16 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)=2.01033e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0878745 < 1 % Convergence criterion: norm(du)/norm(u) 0.481527 < 10 % Convergence criterion: max(du) 2.42276e-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 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)=1.49635e-16 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)=2.06273e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.086737 < 1 % Convergence criterion: norm(du)/norm(u) 0.462915 < 10 % Convergence criterion: max(du) 2.3173e-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 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)=1.56585e-16 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)=2.11841e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0856396 < 1 % Convergence criterion: norm(du)/norm(u) 0.44574 < 10 % Convergence criterion: max(du) 2.21988e-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 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)=1.50292e-16 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)=2.03418e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0845798 < 1 % Convergence criterion: norm(du)/norm(u) 0.429891 < 10 % Convergence criterion: max(du) 2.12971e-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 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)=1.54895e-16 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)=2.11926e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0835546 < 1 % Convergence criterion: norm(du)/norm(u) 0.415212 < 10 % Convergence criterion: max(du) 2.04545e-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 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)=1.6529e-16 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)=1.97479e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0825623 < 1 % Convergence criterion: norm(du)/norm(u) 0.40161 < 10 % Convergence criterion: max(du) 1.96617e-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 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)=1.4511e-16 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)=2.04075e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0816006 < 1 % Convergence criterion: norm(du)/norm(u) 0.388938 < 10 % Convergence criterion: max(du) 1.89116e-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 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)=1.46747e-16 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)=2.12312e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806678 < 1 % Convergence criterion: norm(du)/norm(u) 0.377121 < 10 % Convergence criterion: max(du) 1.81994e-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 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)=1.36772e-16 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)=2.0754e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0797625 < 1 % Convergence criterion: norm(du)/norm(u) 0.366046 < 10 % Convergence criterion: max(du) 1.7521e-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 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)=1.48989e-16 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)=2.05571e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0788836 < 1 % Convergence criterion: norm(du)/norm(u) 0.355642 < 10 % Convergence criterion: max(du) 1.68725e-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 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)=1.35603e-16 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)=2.12187e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0780298 < 1 % Convergence criterion: norm(du)/norm(u) 0.345813 < 10 % Convergence criterion: max(du) 1.62529e-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 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)=1.47945e-16 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)=2.03725e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0772002 < 1 % Convergence criterion: norm(du)/norm(u) 0.336515 < 10 % Convergence criterion: max(du) 1.56611e-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 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)=1.56724e-16 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)=2.13276e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0763939 < 1 % Convergence criterion: norm(du)/norm(u) 0.327695 < 10 % Convergence criterion: max(du) 1.50945e-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 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)=1.64455e-16 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)=2.11954e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0756098 < 1 % Convergence criterion: norm(du)/norm(u) 0.319306 < 10 % Convergence criterion: max(du) 1.45514e-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 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)=1.6912e-16 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)=1.96436e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0748473 < 1 % Convergence criterion: norm(du)/norm(u) 0.311275 < 10 % Convergence criterion: max(du) 1.40306e-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 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)=1.49521e-16 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)=2.08051e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0741053 < 1 % Convergence criterion: norm(du)/norm(u) 0.303626 < 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 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)=1.50157e-16 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)=2.22325e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0733831 < 1 % Convergence criterion: norm(du)/norm(u) 0.296276 < 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 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)=1.47266e-16 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)=2.14805e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0726803 < 1 % Convergence criterion: norm(du)/norm(u) 0.28927 < 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 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)=1.67438e-16 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)=2.08257e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0719965 < 1 % Convergence criterion: norm(du)/norm(u) 0.282567 < 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 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)=1.35897e-16 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)=2.18003e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0713311 < 1 % Convergence criterion: norm(du)/norm(u) 0.276138 < 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 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)=1.42333e-16 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)=2.12039e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0706799 < 1 % Convergence criterion: norm(du)/norm(u) 0.267377 < 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 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)=1.77667e-16 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)=2.12396e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700461 < 1 % Convergence criterion: norm(du)/norm(u) 0.25863 < 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 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)=1.37876e-16 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)=2.17273e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0694296 < 1 % Convergence criterion: norm(du)/norm(u) 0.250204 < 10 % Convergence criterion: max(du) 1.1193e-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 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)=1.28725e-16 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)=1.98881e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.06883 < 1 % Convergence criterion: norm(du)/norm(u) 0.242145 < 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 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)=1.65767e-16 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)=2.11164e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0682467 < 1 % Convergence criterion: norm(du)/norm(u) 0.234439 < 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 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)=1.48038e-16 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)=1.95148e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0676788 < 1 % Convergence criterion: norm(du)/norm(u) 0.227058 < 10 % Convergence criterion: max(du) 9.84042e-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 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)=1.50587e-16 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)=2.05815e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0671251 < 1 % Convergence criterion: norm(du)/norm(u) 0.219975 < 10 % Convergence criterion: max(du) 9.42131e-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 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)=1.52214e-16 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)=2.04444e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0665849 < 1 % Convergence criterion: norm(du)/norm(u) 0.21315 < 10 % Convergence criterion: max(du) 9.01718e-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 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)=1.63329e-16 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)=2.23573e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0660571 < 1 % Convergence criterion: norm(du)/norm(u) 0.2066 < 10 % Convergence criterion: max(du) 8.62728e-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 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)=1.51973e-16 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)=2.15988e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0655405 < 1 % Convergence criterion: norm(du)/norm(u) 0.200285 < 10 % Convergence criterion: max(du) 8.25088e-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 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)=1.35298e-16 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)=1.98298e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650342 < 1 % Convergence criterion: norm(du)/norm(u) 0.194191 < 10 % Convergence criterion: max(du) 7.88735e-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 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)=1.78014e-16 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)=2.04558e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0645371 < 1 % Convergence criterion: norm(du)/norm(u) 0.188277 < 10 % Convergence criterion: max(du) 7.53608e-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 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)=1.35283e-16 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)=2.21365e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0640484 < 1 % Convergence criterion: norm(du)/norm(u) 0.182634 < 10 % Convergence criterion: max(du) 7.19655e-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 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)=1.75726e-16 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)=1.99865e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0635682 < 1 % Convergence criterion: norm(du)/norm(u) 0.177201 < 10 % Convergence criterion: max(du) 6.86826e-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 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)=1.59014e-16 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)=2.05873e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.063095 < 1 % Convergence criterion: norm(du)/norm(u) 0.171974 < 10 % Convergence criterion: max(du) 6.55077e-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 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)=1.42143e-16 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)=2.07851e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0626287 < 1 % Convergence criterion: norm(du)/norm(u) 0.166916 < 10 % Convergence criterion: max(du) 6.24368e-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 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)=1.45776e-16 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)=2.06838e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0621693 < 1 % Convergence criterion: norm(du)/norm(u) 0.16206 < 10 % Convergence criterion: max(du) 5.94659e-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 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)=1.55733e-16 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)=2.08177e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0617169 < 1 % Convergence criterion: norm(du)/norm(u) 0.157408 < 10 % Convergence criterion: max(du) 5.65917e-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 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)=1.72664e-16 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)=2.10975e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0612711 < 1 % Convergence criterion: norm(du)/norm(u) 0.152935 < 10 % Convergence criterion: max(du) 5.38108e-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 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)=1.56439e-16 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)=2.02714e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.060832 < 1 % Convergence criterion: norm(du)/norm(u) 0.14862 < 10 % Convergence criterion: max(du) 5.11199e-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 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)=1.84616e-16 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)=2.01199e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0603996 < 1 % Convergence criterion: norm(du)/norm(u) 0.144489 < 10 % Convergence criterion: max(du) 4.8516e-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 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)=1.44409e-16 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)=2.02953e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0599737 < 1 % Convergence criterion: norm(du)/norm(u) 0.14053 < 10 % Convergence criterion: max(du) 4.59961e-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 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)=1.47533e-16 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)=2.03412e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0595549 < 1 % Convergence criterion: norm(du)/norm(u) 0.13673 < 10 % Convergence criterion: max(du) 4.38177e-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 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)=1.58672e-16 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)=1.99933e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0591428 < 1 % Convergence criterion: norm(du)/norm(u) 0.133092 < 10 % Convergence criterion: max(du) 4.18997e-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 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)=1.58975e-16 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)=2.02447e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0587375 < 1 % Convergence criterion: norm(du)/norm(u) 0.129496 < 10 % Convergence criterion: max(du) 4.0049e-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 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)=1.47183e-16 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)=2.10609e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.058339 < 1 % Convergence criterion: norm(du)/norm(u) 0.126137 < 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 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)=1.48678e-16 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)=2.07979e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0579473 < 1 % Convergence criterion: norm(du)/norm(u) 0.122972 < 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 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)=1.61387e-16 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)=2.09269e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0575625 < 1 % Convergence criterion: norm(du)/norm(u) 0.119974 < 10 % Convergence criterion: max(du) 3.48708e-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 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)=1.69381e-16 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)=2.11515e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0571843 < 1 % Convergence criterion: norm(du)/norm(u) 0.117109 < 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 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)=1.76866e-16 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)=2.1594e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0568134 < 1 % Convergence criterion: norm(du)/norm(u) 0.114402 < 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 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)=1.61843e-16 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)=2.1729e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0564484 < 1 % Convergence criterion: norm(du)/norm(u) 0.111629 < 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 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)=1.80264e-16 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)=2.07267e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.05609 < 1 % Convergence criterion: norm(du)/norm(u) 0.10913 < 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 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)=1.55718e-16 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)=1.94496e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0557383 < 1 % Convergence criterion: norm(du)/norm(u) 0.10687 < 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 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)=1.34928e-16 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)=1.98155e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0553924 < 1 % Convergence criterion: norm(du)/norm(u) 0.104766 < 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 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)=1.57737e-16 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)=2.14375e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0550528 < 1 % Convergence criterion: norm(du)/norm(u) 0.102802 < 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 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)=1.66729e-16 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)=2.13883e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0547192 < 1 % Convergence criterion: norm(du)/norm(u) 0.100569 < 10 % Convergence criterion: max(du) 2.33515e-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 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)=1.45804e-16 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)=1.98167e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0543917 < 1 % Convergence criterion: norm(du)/norm(u) 0.0987598 < 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 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)=1.29364e-16 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)=1.99815e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0540703 < 1 % Convergence criterion: norm(du)/norm(u) 0.0967657 < 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 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)=1.57325e-16 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)=2.06211e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0537546 < 1 % Convergence criterion: norm(du)/norm(u) 0.0952128 < 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 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)=1.48854e-16 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)=2.12499e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0534447 < 1 % Convergence criterion: norm(du)/norm(u) 0.093814 < 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 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)=1.65482e-16 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)=2.18305e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0531379 < 1 % Convergence criterion: norm(du)/norm(u) 0.092537 < 10 % Convergence criterion: max(du) 1.83319e-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 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)=1.4143e-16 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)=2.02256e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0528388 < 1 % Convergence criterion: norm(du)/norm(u) 0.0909621 < 10 % Convergence criterion: max(du) 1.90696e-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 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)=1.78102e-16 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)=2.21818e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0525455 < 1 % Convergence criterion: norm(du)/norm(u) 0.0898923 < 10 % Convergence criterion: max(du) 1.97944e-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 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)=1.44265e-16 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)=2.13708e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0522576 < 1 % Convergence criterion: norm(du)/norm(u) 0.0889271 < 10 % Convergence criterion: max(du) 2.05069e-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 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)=1.62516e-16 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)=2.07482e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0519715 < 1 % Convergence criterion: norm(du)/norm(u) 0.0877024 < 10 % Convergence criterion: max(du) 2.12078e-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 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)=1.61306e-16 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)=2.18069e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0516925 < 1 % Convergence criterion: norm(du)/norm(u) 0.0868645 < 10 % Convergence criterion: max(du) 2.18976e-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 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)=1.49303e-16 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)=2.01949e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0514186 < 1 % Convergence criterion: norm(du)/norm(u) 0.086153 < 10 % Convergence criterion: max(du) 2.25768e-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 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)=1.49915e-16 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)=2.17611e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0511506 < 1 % Convergence criterion: norm(du)/norm(u) 0.085327 < 10 % Convergence criterion: max(du) 2.32458e-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 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)=1.55884e-16 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)=2.06603e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0508878 < 1 % Convergence criterion: norm(du)/norm(u) 0.0848316 < 10 % Convergence criterion: max(du) 2.39051e-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 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)=1.50468e-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: 0.263096 Total Core solution elapsed time: 93.5279 Linear solver elapsed time: 40.7768 (44%) Total elapsed time: 0 hrs 1 min 33 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 files launching solution sequence ────────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.2 GitHub: https://github.com/ISSMteam/ISSM/ Documentation: https://issmteam.github.io/ISSM-Documentation/ ────────────────────────────────────────────────────────────────────── 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 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 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