Started by GitHub push by inwoo-park Running as SYSTEM Building remotely on ha:////4FpaC4oQpizYolxdU62df51fuaAfHf2m1u4+rzGYHgcDAAAAox+LCAAAAAAAAP9b85aBtbiIQTGjNKU4P08vOT+vOD8nVc83PyU1x6OyILUoJzMv2y+/JJUBAhiZGBgqihhk0NSjKDWzXb3RdlLBUSYGJk8GtpzUvPSSDB8G5tKinBIGIZ+sxLJE/ZzEvHT94JKizLx0a6BxUmjGOUNodHsLgAzeEgYJ/eT83ILSktQi/dzEZP9g3eDMnEygVn0AXcH6Q80AAAA=macOS-Silicon (mac) in workspace /Users/jenkins/workspace/macOS-Silicon-Examples The recommended git tool is: NONE > git rev-parse --resolve-git-dir /Users/jenkins/workspace/macOS-Silicon-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 2.39.5 (Apple Git-154)' 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 b00cd5500398fc551adeadcccd882abbeb479889 (refs/remotes/origin/main) > git config core.sparsecheckout # timeout=10 > git checkout -f b00cd5500398fc551adeadcccd882abbeb479889 # timeout=10 Commit message: "CHG: Coerce arrays in the mesh classes when reading a model from netCDF." > git rev-list --no-walk 6930efb2db3af831c54c6a4c9b7702710865b841 # timeout=10 [macOS-Silicon-Examples] $ /bin/bash /var/folders/mx/mr9ch0gx2qq_tty2dtgrjcn40000gp/T/jenkins13219946234899503021.sh Cleaning up execution directory ====================================================== Determining installation type ====================================================== List of changed files --------------------- src/m/materials/arrhenius.py src/m/netcdf/read_netCDF.m src/m/netcdf/read_netCDF.py -- 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 shell2junit ====================================================== Skipping ISSM compilation Testing example: AMR WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) 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 /Users/jenkins/workspace/macOS-Silicon-Examples//execution/mismip-09-21-2026-00-57-37-15993/mismip.bin launching solution sequence ─────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.3 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 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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 WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Global mesh creation Info : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-f47c56ad, 1 node, max. 1 thread] Info : Started on Mon Sep 21 01:00:22 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 : [ 50%] Meshing curve 7 (Circle) Info : [ 60%] Meshing curve 8 (Circle) Info : [ 70%] Meshing curve 9 (Circle) Info : [ 80%] Meshing curve 10 (Circle) Info : [ 90%] Meshing curve 11 (Circle) Info : [100%] Meshing curve 12 (Circle) Info : Done meshing 1D (Wall 0.000861663s, CPU 0.000584s) Info : Meshing 2D... Info : [ 0%] Meshing surface 14 (Surface, MeshAdapt) Info : [ 20%] Meshing surface 16 (Surface, MeshAdapt) Info : [ 30%] Meshing surface 18 (Surface, MeshAdapt) Info : [ 40%] Meshing surface 20 (Surface, MeshAdapt) Info : [ 50%] Meshing surface 22 (Surface, MeshAdapt) Info : [ 70%] Meshing surface 24 (Surface, MeshAdapt) Info : [ 80%] Meshing surface 26 (Surface, MeshAdapt) Info : [ 90%] Meshing surface 28 (Surface, MeshAdapt) Info : Done meshing 2D (Wall 8.89845s, CPU 8.89002s) Info : 7665 nodes 15739 elements Info : Writing 'sphere.msh'... Info : Done writing 'sphere.msh' Info : Stopped on Mon Sep 21 01:00:31 2026 (From start: Wall 8.92416s, CPU 8.91353s) gmtmask: num vertices 7664 gmtmask: done 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 /Users/jenkins/workspace/macOS-Silicon-Examples//execution/EsaGRACE-09-21-2026-01-00-34-72854/EsaGRACE.bin launching solution sequence ─────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.3 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: 0.100276 Total Core solution elapsed time: 7.63548 Linear solver elapsed time: 0 (0%) Total elapsed time: 0 hrs 0 min 7 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 WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) December 28, 2023 To get started, type doc. For product information, visit www.mathworks.com. ISSM development path correctly loaded Step 1: Mesh creation Step 2: Anisotropic mesh creation Anisotropic mesh adaptation WARNING: mesh present but no geometry found. Reconstructing... new number of triangles = 4149 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 /Users/jenkins/workspace/macOS-Silicon-Examples//execution/EsaWahr-09-21-2026-01-00-56-74919/EsaWahr.bin launching solution sequence ─────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.3 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: 0.06336 Total Core solution elapsed time: 1.15216 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 WARNING: package sun.awt.X11 not in java.desktop WARNING: package sun.awt.X11 not in java.desktop < M A T L A B (R) > Copyright 1984-2023 The MathWorks, Inc. R2023b Update 6 (23.2.0.2485118) 64-bit (maca64) 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 = 6364 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 TemporaryParameterFile76251 (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 /Users/jenkins/workspace/macOS-Silicon-Examples//execution/SeaRISEgreenland-09-21-2026-01-01-08-76251/SeaRISEgreenland.bin launching solution sequence ─────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.3 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) = 57224.29 | 7295.477 49928.81 4.50625e-32 x = 1 | f(x) = 48746.04 | 3599.447 45146.54 0.05279271 ====================== step 2/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 48742.38 | 3596.285 45146.05 0.05279271 x = 1 | f(x) = 45647.91 | 2718.953 42928.83 0.1197843 ====================== step 3/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45671.31 | 2742.747 42928.44 0.1197843 x = 1 | f(x) = 45232.67 | 2698.813 42533.72 0.1369708 x = 0.381966 | f(x) = 45379 | 2603.929 42774.95 0.1236372 x = 0.618034 | f(x) = 45330.6 | 2648.425 42682.04 0.1276943 x = 0.763932 | f(x) = 45296.76 | 2671.065 42625.56 0.130842 x = 0.854102 | f(x) = 45276.86 | 2686.467 42590.26 0.1330319 x = 0.90983 | f(x) = 45264.68 | 2696.086 42568.46 0.1344787 ====================== step 4/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 45240.36 | 2706.494 42533.73 0.1369708 x = 1 | f(x) = 43859.84 | 2340.536 41519.12 0.1890024 ====================== step 5/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 43852.25 | 2334.282 41517.78 0.1890024 x = 1 | f(x) = 42920.97 | 2083.961 40836.77 0.2369752 ====================== step 6/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 42920.9 | 2084.991 40835.67 0.2369752 x = 1 | f(x) = 40460.25 | 1899.183 38560.58 0.4824762 ====================== step 7/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40534.33 | 1973.32 38560.53 0.4824762 x = 1 | f(x) = 40130.78 | 1639.919 38490.36 0.4956304 x = 0.381966 | f(x) = 40164.85 | 1630.76 38533.6 0.4858795 x = 0.618034 | f(x) = 40134.1 | 1616.635 38516.98 0.4889848 x = 0.763932 | f(x) = 40129.15 | 1621.843 38506.82 0.4912867 x = 0.758239 | f(x) = 40130.73 | 1622.982 38507.26 0.4911914 x = 0.854102 | f(x) = 40130.59 | 1629.589 38500.5 0.4928555 ====================== step 8/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 40131.86 | 1624.501 38506.87 0.4912867 x = 1 | f(x) = 39672.04 | 1494.393 38177.1 0.5404335 ====================== step 9/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39669.91 | 1492.656 38176.71 0.5404335 x = 1 | f(x) = 39036.52 | 1397.035 37638.85 0.6393392 ====================== step 10/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 39035.7 | 1396.818 37638.25 0.6393392 x = 1 | f(x) = 38160.75 | 1434.238 36725.68 0.8373965 ====================== step 11/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38179.53 | 1453.779 36724.91 0.8373965 x = 1 | f(x) = 38018.08 | 1362.899 36654.32 0.8555446 x = 0.381966 | f(x) = 38006.1 | 1307.638 36697.62 0.8434183 x = 0.618034 | f(x) = 37998.93 | 1317.255 36680.83 0.8476997 x = 0.763932 | f(x) = 38004.57 | 1333.041 36670.68 0.8505411 x = 0.584017 | f(x) = 38003.78 | 1319.576 36683.36 0.8470667 x = 0.671791 | f(x) = 38003.38 | 1325.402 36677.13 0.8487227 ====================== step 12/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 38003.23 | 1321.449 36680.93 0.8476997 x = 1 | f(x) = 37727.49 | 1293.449 36433.13 0.9076876 x = 0.381966 | f(x) = 37869.24 | 1283.536 36584.84 0.8699897 x = 0.618034 | f(x) = 37802.75 | 1274.511 36527.36 0.8841192 x = 0.763932 | f(x) = 37768.11 | 1276.053 36491.17 0.8930184 x = 0.854102 | f(x) = 37752.74 | 1283.039 36468.81 0.8985822 x = 0.90983 | f(x) = 37746.89 | 1290.972 36455.01 0.9020451 ====================== step 13/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37738.53 | 1304.491 36433.13 0.9076876 x = 1 | f(x) = 37608.99 | 1280.695 36327.36 0.9346133 x = 0.381966 | f(x) = 37641.46 | 1248.416 36392.13 0.9173317 x = 0.618034 | f(x) = 37620.76 | 1252.51 36367.33 0.923688 x = 0.763932 | f(x) = 37614.37 | 1261.422 36352.02 0.9277676 x = 0.881827 | f(x) = 37612.66 | 1272.045 36339.69 0.9311486 x = 0.887712 | f(x) = 37615.16 | 1275.182 36339.04 0.9313194 ====================== step 14/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37613.46 | 1285.195 36327.33 0.9346133 x = 1 | f(x) = 37355.17 | 1208.508 36145.68 0.9832389 x = 0.381966 | f(x) = 37500.75 | 1242.849 36256.94 0.9526516 x = 0.618034 | f(x) = 37442.28 | 1226.401 36214.91 0.9641313 x = 0.763932 | f(x) = 37405.8 | 1216.483 36188.34 0.9713527 x = 0.854102 | f(x) = 37384.97 | 1212.095 36171.9 0.9758642 x = 0.90983 | f(x) = 37373.35 | 1210.619 36161.75 0.9786708 ====================== step 15/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 37356.61 | 1209.966 36145.66 0.9832389 x = 1 | f(x) = 36613.19 | 1249.983 35361.98 1.224813 ====================== step 16/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36623.88 | 1261.34 35361.31 1.224813 x = 1 | f(x) = 36401.35 | 1164.393 35235.7 1.266538 x = 0.381966 | f(x) = 36489.07 | 1175.562 35312.27 1.239401 x = 0.618034 | f(x) = 36453.02 | 1168.245 35283.53 1.249251 x = 0.763932 | f(x) = 36430.52 | 1164.073 35265.19 1.255657 x = 0.854102 | f(x) = 36417.31 | 1162.253 35253.8 1.259738 x = 0.90983 | f(x) = 36409.76 | 1161.742 35246.75 1.262306 ====================== step 17/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36399.92 | 1162.988 35235.67 1.266538 x = 1 | f(x) = 36081.57 | 1104.425 34975.79 1.355818 x = 0.381966 | f(x) = 36265.44 | 1130.355 35133.78 1.300359 x = 0.618034 | f(x) = 36193.78 | 1118.27 35074.19 1.321301 x = 0.763932 | f(x) = 36149.64 | 1111.819 35036.49 1.334295 x = 0.854102 | f(x) = 36123.81 | 1109.421 35013.05 1.342444 x = 0.90983 | f(x) = 36108.8 | 1108.926 34998.53 1.347525 ====================== step 18/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 36085.3 | 1108.29 34975.65 1.355818 x = 1 | f(x) = 35861.04 | 1112.461 34747.14 1.439384 x = 0.381966 | f(x) = 35973.47 | 1088.485 34883.6 1.38831 x = 0.618034 | f(x) = 35923.54 | 1091.585 34830.55 1.408119 x = 0.763932 | f(x) = 35898.04 | 1098.771 34797.85 1.420145 x = 0.854102 | f(x) = 35885.14 | 1105.568 34778.14 1.427447 x = 0.90983 | f(x) = 35878.15 | 1110.654 34766.06 1.431986 ====================== step 19/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35865.5 | 1117.088 34746.98 1.439384 x = 1 | f(x) = 35691.97 | 1044.544 34645.95 1.478277 x = 0.381966 | f(x) = 35777.36 | 1070.548 34705.35 1.454006 x = 0.618034 | f(x) = 35745.64 | 1059.757 34684.42 1.463117 x = 0.763932 | f(x) = 35722.42 | 1051.185 34669.77 1.468843 x = 0.854102 | f(x) = 35708.98 | 1046.983 34660.53 1.47242 x = 0.90983 | f(x) = 35701.67 | 1045.394 34654.8 1.474647 ====================== step 20/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35692.21 | 1044.82 34645.91 1.478277 x = 1 | f(x) = 35217.83 | 1046.743 34169.41 1.677241 ====================== step 21/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35220.09 | 1049.391 34169.02 1.677241 x = 1 | f(x) = 35067.96 | 992.6728 34073.57 1.717358 x = 0.381966 | f(x) = 35136.92 | 1009.81 34125.41 1.692094 x = 0.618034 | f(x) = 35110.19 | 1001.714 34106.77 1.701565 x = 0.763932 | f(x) = 35091.26 | 996.0861 34093.46 1.707529 x = 0.854102 | f(x) = 35081.08 | 994.0872 34085.28 1.711257 x = 0.90983 | f(x) = 35076.1 | 994.0574 34080.33 1.713578 ====================== step 22/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 35069.87 | 995.247 34072.91 1.717358 x = 1 | f(x) = 34937.84 | 1020.937 33915 1.90029 x = 0.381966 | f(x) = 34962.83 | 987.2311 33973.82 1.785839 x = 0.618034 | f(x) = 34923.39 | 993.1615 33928.4 1.830988 x = 0.763932 | f(x) = 34933.83 | 1002.578 33929.39 1.858955 x = 0.63372 | f(x) = 34921.24 | 995.8724 33923.53 1.834066 x = 0.668711 | f(x) = 34927.57 | 996.8291 33928.9 1.840966 ====================== step 23/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34922.2 | 995.6929 33924.67 1.834066 x = 1 | f(x) = 34842.48 | 997.9163 33842.73 1.833677 x = 0.381966 | f(x) = 34837.03 | 968.5171 33866.68 1.832157 x = 0.618034 | f(x) = 34790.82 | 967.7175 33821.27 1.83186 x = 0.763932 | f(x) = 34805.49 | 976.4819 33827.17 1.832178 x = 0.626188 | f(x) = 34792.58 | 969.2797 33821.47 1.831865 x = 0.527864 | f(x) = 34811.48 | 967.3939 33842.26 1.831895 ====================== step 24/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34790.11 | 967.7752 33820.5 1.83186 x = 1 | f(x) = 34566.78 | 1052.886 33511.9 2.0022 x = 0.381966 | f(x) = 34665.54 | 983.5118 33680.14 1.895133 x = 0.618034 | f(x) = 34623.62 | 1007.223 33614.46 1.935621 x = 0.763932 | f(x) = 34602.07 | 1024.178 33575.93 1.960962 x = 0.854102 | f(x) = 34591.82 | 1037.857 33551.98 1.976714 x = 0.90983 | f(x) = 34586.29 | 1047.223 33537.09 1.98636 ====================== step 25/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34574.1 | 1059.303 33512.79 2.0022 x = 1 | f(x) = 34405.89 | 969.5796 33434.27 2.039691 x = 0.381966 | f(x) = 34489.79 | 1013.304 33474.47 2.016186 x = 0.618034 | f(x) = 34465.94 | 1001.764 33462.15 2.025087 x = 0.763932 | f(x) = 34442.25 | 989.0345 33451.19 2.0306 x = 0.854102 | f(x) = 34426.12 | 979.8304 33444.26 2.034047 x = 0.90983 | f(x) = 34415.9 | 973.7961 33440.06 2.036193 ====================== step 26/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34402.24 | 966.073 33434.13 2.039691 x = 1 | f(x) = 34305.54 | 945.7078 33357.76 2.076387 x = 0.381966 | f(x) = 34339.7 | 934.8917 33402.76 2.053233 x = 0.618034 | f(x) = 34319.84 | 930.8938 33386.89 2.061895 x = 0.763932 | f(x) = 34310.68 | 932.7847 33375.83 2.067361 x = 0.854102 | f(x) = 34309.39 | 938.5088 33368.81 2.070782 x = 0.843757 | f(x) = 34311.97 | 940.6153 33369.29 2.070388 ====================== step 27/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34314.13 | 954.2089 33357.84 2.076387 x = 1 | f(x) = 34266.13 | 963.9261 33300.1 2.103467 x = 0.381966 | f(x) = 34265.54 | 929.2117 33334.24 2.086236 x = 0.618034 | f(x) = 34259.68 | 935.5789 33322.01 2.09264 x = 0.763932 | f(x) = 34260.64 | 944.8733 33313.67 2.096718 x = 0.650891 | f(x) = 34261.48 | 939.7097 33319.67 2.09355 x = 0.527864 | f(x) = 34261.54 | 932.7804 33326.67 2.090166 ====================== step 28/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34259.92 | 935.9462 33321.88 2.09264 x = 1 | f(x) = 34204.14 | 991.9347 33210.06 2.148492 x = 0.381966 | f(x) = 34204.97 | 925.0187 33277.84 2.113644 x = 0.618034 | f(x) = 34186.4 | 930.8775 33253.39 2.126697 x = 0.763932 | f(x) = 34186.01 | 947.2237 33236.65 2.134924 x = 0.697656 | f(x) = 34190.77 | 946.0807 33242.56 2.131172 x = 0.854102 | f(x) = 34195.61 | 967.0848 33226.39 2.140069 ====================== step 29/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34196.94 | 959.8431 33234.96 2.134924 x = 1 | f(x) = 34150.66 | 956.0945 33192.41 2.155747 x = 0.381966 | f(x) = 34140.53 | 920.8301 33217.56 2.1424 x = 0.618034 | f(x) = 34138.43 | 927.5063 33208.78 2.147316 x = 0.763932 | f(x) = 34141.79 | 937.0807 33202.56 2.150466 x = 0.553185 | f(x) = 34139.38 | 926.303 33210.94 2.145943 x = 0.673762 | f(x) = 34139.87 | 931.445 33206.28 2.148509 ====================== step 30/30 =============================== x = 0 | computing velocities computing adjoint saving results f(x) = 34139.52 | 928.952 33208.42 2.147316 x = 1 | f(x) = 34093.73 | 988.6171 33102.9 2.204941 x = 0.381966 | f(x) = 34087.13 | 918.1906 33166.77 2.168707 x = 0.618034 | f(x) = 34071.36 | 925.0287 33144.14 2.182308 x = 0.763932 | f(x) = 34072.99 | 942.5368 33128.27 2.190868 x = 0.663504 | f(x) = 34076.58 | 937.599 33136.8 2.184963 x = 0.527864 | f(x) = 34079.02 | 926.1743 33150.66 2.177077 preparing final solution computing new velocity write lock file: FemModel initialization elapsed time: 0.036559 Total Core solution elapsed time: 42.7884 Linear solver elapsed time: 27.1872 (64%) Total elapsed time: 0 hrs 0 min 42 sec loading results from cluster Step 4: Transient run checking model consistency marshalling file /Users/jenkins/workspace/macOS-Silicon-Examples//execution/SeaRISEgreenland-09-21-2026-01-01-53-76251/SeaRISEgreenland.bin launching solution sequence ─────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.3 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20687e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 41.5975 > 1 % Convergence criterion: norm(du)/norm(u) 65.5735 > 10 % Convergence criterion: max(du) 0.00018393 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09226e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 4.32563 > 1 % Convergence criterion: norm(du)/norm(u) 7.5658 < 10 % Convergence criterion: max(du) 1.07212e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06147e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 1.0665 > 1 % Convergence criterion: norm(du)/norm(u) 2.94217 < 10 % Convergence criterion: max(du) 5.896e-06 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0954e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.31678 < 1 % Convergence criterion: norm(du)/norm(u) 1.23578 < 10 % Convergence criterion: max(du) 2.53123e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6898e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01492e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.410755 < 1 % Convergence criterion: norm(du)/norm(u) 14.4353 > 10 % Convergence criterion: max(du) 4.72326e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.01056e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103984 < 1 % Convergence criterion: norm(du)/norm(u) 3.7269 < 10 % Convergence criterion: max(du) 1.11765e-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: 0.4 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49662e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17014e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.294385 < 1 % Convergence criterion: norm(du)/norm(u) 9.62524 < 10 % Convergence criterion: max(du) 3.12344e-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: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.58007e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14346e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.275951 < 1 % Convergence criterion: norm(du)/norm(u) 10.9216 > 10 % Convergence criterion: max(du) 4.25929e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1598e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815054 < 1 % Convergence criterion: norm(du)/norm(u) 5.26689 < 10 % Convergence criterion: max(du) 2.45705e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.784e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10145e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189877 < 1 % Convergence criterion: norm(du)/norm(u) 9.53412 < 10 % Convergence criterion: max(du) 4.2692e-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 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45313e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.05835e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.189478 < 1 % Convergence criterion: norm(du)/norm(u) 10.5121 > 10 % Convergence criterion: max(du) 5.0052e-05 Input updates from constant Updating inputs from solution for StressbalanceAnalysis number of unstable constraints: 0 Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15341e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.054153 < 1 % Convergence criterion: norm(du)/norm(u) 5.44901 < 10 % Convergence criterion: max(du) 3.06478e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49781e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10337e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144367 < 1 % Convergence criterion: norm(du)/norm(u) 7.54897 < 10 % Convergence criterion: max(du) 3.83949e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40122e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12894e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.150556 < 1 % Convergence criterion: norm(du)/norm(u) 7.17969 < 10 % Convergence criterion: max(du) 3.78549e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50801e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.3508e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.144766 < 1 % Convergence criterion: norm(du)/norm(u) 6.09495 < 10 % Convergence criterion: max(du) 3.32472e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53228e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15169e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.13726 < 1 % Convergence criterion: norm(du)/norm(u) 4.90277 < 10 % Convergence criterion: max(du) 2.71755e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55191e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22468e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.130444 < 1 % Convergence criterion: norm(du)/norm(u) 3.86312 < 10 % Convergence criterion: max(du) 2.13049e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45103e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99762e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.124762 < 1 % Convergence criterion: norm(du)/norm(u) 3.05688 < 10 % Convergence criterion: max(du) 1.64453e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56349e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21032e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.120107 < 1 % Convergence criterion: norm(du)/norm(u) 2.46862 < 10 % Convergence criterion: max(du) 1.27821e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61539e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.32608e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.116255 < 1 % Convergence criterion: norm(du)/norm(u) 2.04903 < 10 % Convergence criterion: max(du) 1.01727e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53577e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12787e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.112992 < 1 % Convergence criterion: norm(du)/norm(u) 1.74787 < 10 % Convergence criterion: max(du) 8.36415e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.52263e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11467e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.110153 < 1 % Convergence criterion: norm(du)/norm(u) 1.52894 < 10 % Convergence criterion: max(du) 7.11191e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.54325e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13286e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.107622 < 1 % Convergence criterion: norm(du)/norm(u) 1.36377 < 10 % Convergence criterion: max(du) 6.22454e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51606e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07637e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.105318 < 1 % Convergence criterion: norm(du)/norm(u) 1.23469 < 10 % Convergence criterion: max(du) 5.56831e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.44934e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17515e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.103191 < 1 % Convergence criterion: norm(du)/norm(u) 1.13028 < 10 % Convergence criterion: max(du) 5.05641e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.71676e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.25519e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.101211 < 1 % Convergence criterion: norm(du)/norm(u) 1.04288 < 10 % Convergence criterion: max(du) 4.63539e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4192e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.04707e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0993636 < 1 % Convergence criterion: norm(du)/norm(u) 0.968241 < 10 % Convergence criterion: max(du) 4.27374e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49785e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06266e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0976376 < 1 % Convergence criterion: norm(du)/norm(u) 0.903438 < 10 % Convergence criterion: max(du) 3.95343e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.80248e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13568e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0960241 < 1 % Convergence criterion: norm(du)/norm(u) 0.846172 < 10 % Convergence criterion: max(du) 3.66428e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.34489e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14015e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.094519 < 1 % Convergence criterion: norm(du)/norm(u) 0.795148 < 10 % Convergence criterion: max(du) 3.40059e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63175e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13032e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.09311 < 1 % Convergence criterion: norm(du)/norm(u) 0.749428 < 10 % Convergence criterion: max(du) 3.15905e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45122e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13953e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0917853 < 1 % Convergence criterion: norm(du)/norm(u) 0.708253 < 10 % Convergence criterion: max(du) 2.93757e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37569e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12997e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.090534 < 1 % Convergence criterion: norm(du)/norm(u) 0.670892 < 10 % Convergence criterion: max(du) 2.73458e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.38413e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.25854e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.089348 < 1 % Convergence criterion: norm(du)/norm(u) 0.63693 < 10 % Convergence criterion: max(du) 2.54873e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45872e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.06591e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0882196 < 1 % Convergence criterion: norm(du)/norm(u) 0.606024 < 10 % Convergence criterion: max(du) 2.37871e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48197e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21959e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0871427 < 1 % Convergence criterion: norm(du)/norm(u) 0.577873 < 10 % Convergence criterion: max(du) 2.2232e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50241e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11177e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.086112 < 1 % Convergence criterion: norm(du)/norm(u) 0.552234 < 10 % Convergence criterion: max(du) 2.08091e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60409e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.25697e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.085123 < 1 % Convergence criterion: norm(du)/norm(u) 0.528883 < 10 % Convergence criterion: max(du) 1.95057e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42208e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20909e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0841722 < 1 % Convergence criterion: norm(du)/norm(u) 0.507595 < 10 % Convergence criterion: max(du) 1.83089e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5545e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.09734e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0832567 < 1 % Convergence criterion: norm(du)/norm(u) 0.488145 < 10 % Convergence criterion: max(du) 1.72069e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55569e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07439e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0823735 < 1 % Convergence criterion: norm(du)/norm(u) 0.47031 < 10 % Convergence criterion: max(du) 1.61903e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.447e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12809e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0815201 < 1 % Convergence criterion: norm(du)/norm(u) 0.453887 < 10 % Convergence criterion: max(du) 1.52511e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.54855e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14263e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0806945 < 1 % Convergence criterion: norm(du)/norm(u) 0.438716 < 10 % Convergence criterion: max(du) 1.43828e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63827e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15592e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0798945 < 1 % Convergence criterion: norm(du)/norm(u) 0.424631 < 10 % Convergence criterion: max(du) 1.3698e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59113e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11102e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0791182 < 1 % Convergence criterion: norm(du)/norm(u) 0.411509 < 10 % Convergence criterion: max(du) 1.34458e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53401e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12308e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.078364 < 1 % Convergence criterion: norm(du)/norm(u) 0.399238 < 10 % Convergence criterion: max(du) 1.32013e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40046e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.36778e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0776305 < 1 % Convergence criterion: norm(du)/norm(u) 0.387702 < 10 % Convergence criterion: max(du) 1.29641e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69032e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.03262e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0769169 < 1 % Convergence criterion: norm(du)/norm(u) 0.377053 < 10 % Convergence criterion: max(du) 1.27339e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56242e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.23151e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0762213 < 1 % Convergence criterion: norm(du)/norm(u) 0.366886 < 10 % Convergence criterion: max(du) 1.25104e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40848e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22328e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0755427 < 1 % Convergence criterion: norm(du)/norm(u) 0.357198 < 10 % Convergence criterion: max(du) 1.22931e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.81889e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1939e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0748801 < 1 % Convergence criterion: norm(du)/norm(u) 0.34803 < 10 % Convergence criterion: max(du) 1.20819e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.51692e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21535e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0742333 < 1 % Convergence criterion: norm(du)/norm(u) 0.339367 < 10 % Convergence criterion: max(du) 1.18763e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55217e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13969e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0736015 < 1 % Convergence criterion: norm(du)/norm(u) 0.331219 < 10 % Convergence criterion: max(du) 1.16761e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.40619e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14585e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0729838 < 1 % Convergence criterion: norm(du)/norm(u) 0.323752 < 10 % Convergence criterion: max(du) 1.1481e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43339e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.13616e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0723798 < 1 % Convergence criterion: norm(du)/norm(u) 0.316447 < 10 % Convergence criterion: max(du) 1.12908e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.62657e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1614e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0717889 < 1 % Convergence criterion: norm(du)/norm(u) 0.309375 < 10 % Convergence criterion: max(du) 1.11052e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.6048e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.2487e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0712107 < 1 % Convergence criterion: norm(du)/norm(u) 0.30245 < 10 % Convergence criterion: max(du) 1.09242e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.73675e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.19511e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.070642 < 1 % Convergence criterion: norm(du)/norm(u) 0.293377 < 10 % Convergence criterion: max(du) 1.0593e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.59037e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.28089e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0700845 < 1 % Convergence criterion: norm(du)/norm(u) 0.284309 < 10 % Convergence criterion: max(du) 1.02395e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.34891e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.07976e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0695381 < 1 % Convergence criterion: norm(du)/norm(u) 0.27552 < 10 % Convergence criterion: max(du) 9.88693e-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: 10.8 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.57572e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15534e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0690026 < 1 % Convergence criterion: norm(du)/norm(u) 0.267078 < 10 % Convergence criterion: max(du) 9.54184e-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 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69725e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15571e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0684775 < 1 % Convergence criterion: norm(du)/norm(u) 0.258976 < 10 % Convergence criterion: max(du) 9.20592e-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: 11.2 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.99261e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15218e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0679627 < 1 % Convergence criterion: norm(du)/norm(u) 0.2512 < 10 % Convergence criterion: max(du) 8.8794e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.69117e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1329e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0674576 < 1 % Convergence criterion: norm(du)/norm(u) 0.243727 < 10 % Convergence criterion: max(du) 8.5621e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49866e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.21145e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0669621 < 1 % Convergence criterion: norm(du)/norm(u) 0.236478 < 10 % Convergence criterion: max(du) 8.25369e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.42428e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18753e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0664758 < 1 % Convergence criterion: norm(du)/norm(u) 0.229531 < 10 % Convergence criterion: max(du) 7.95386e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4587e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20327e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0659985 < 1 % Convergence criterion: norm(du)/norm(u) 0.222836 < 10 % Convergence criterion: max(du) 7.6623e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50512e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26262e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0655298 < 1 % Convergence criterion: norm(du)/norm(u) 0.216401 < 10 % Convergence criterion: max(du) 7.37875e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4514e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10257e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0650696 < 1 % Convergence criterion: norm(du)/norm(u) 0.210202 < 10 % Convergence criterion: max(du) 7.10295e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.38245e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17286e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0646177 < 1 % Convergence criterion: norm(du)/norm(u) 0.204232 < 10 % Convergence criterion: max(du) 6.83467e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.63033e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14208e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0641738 < 1 % Convergence criterion: norm(du)/norm(u) 0.198482 < 10 % Convergence criterion: max(du) 6.57371e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.7034e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.1773e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0637377 < 1 % Convergence criterion: norm(du)/norm(u) 0.192946 < 10 % Convergence criterion: max(du) 6.31987e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.37506e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.25751e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0633092 < 1 % Convergence criterion: norm(du)/norm(u) 0.187615 < 10 % Convergence criterion: max(du) 6.07297e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49209e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.0612e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0628881 < 1 % Convergence criterion: norm(du)/norm(u) 0.182472 < 10 % Convergence criterion: max(du) 5.83283e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48156e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20957e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.062474 < 1 % Convergence criterion: norm(du)/norm(u) 0.177529 < 10 % Convergence criterion: max(du) 5.5993e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41706e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.26847e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0620669 < 1 % Convergence criterion: norm(du)/norm(u) 0.17279 < 10 % Convergence criterion: max(du) 5.37222e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.41781e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15911e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0616665 < 1 % Convergence criterion: norm(du)/norm(u) 0.168228 < 10 % Convergence criterion: max(du) 5.15142e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48636e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.30176e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0612726 < 1 % Convergence criterion: norm(du)/norm(u) 0.163848 < 10 % Convergence criterion: max(du) 4.93676e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43171e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20547e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0608854 < 1 % Convergence criterion: norm(du)/norm(u) 0.159626 < 10 % Convergence criterion: max(du) 4.72809e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.39808e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.02481e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.060504 < 1 % Convergence criterion: norm(du)/norm(u) 0.155457 < 10 % Convergence criterion: max(du) 4.52526e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.79047e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16456e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0601287 < 1 % Convergence criterion: norm(du)/norm(u) 0.151552 < 10 % Convergence criterion: max(du) 4.32812e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68739e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.33527e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0597593 < 1 % Convergence criterion: norm(du)/norm(u) 0.147807 < 10 % Convergence criterion: max(du) 4.13652e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.43601e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17352e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0593955 < 1 % Convergence criterion: norm(du)/norm(u) 0.144214 < 10 % Convergence criterion: max(du) 3.95032e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.61984e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.14999e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0590374 < 1 % Convergence criterion: norm(du)/norm(u) 0.140778 < 10 % Convergence criterion: max(du) 3.76937e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.77339e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.18426e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0586847 < 1 % Convergence criterion: norm(du)/norm(u) 0.137414 < 10 % Convergence criterion: max(du) 3.59353e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56527e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.9768e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0583374 < 1 % Convergence criterion: norm(du)/norm(u) 0.134246 < 10 % Convergence criterion: max(du) 3.42263e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.45304e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15875e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0579954 < 1 % Convergence criterion: norm(du)/norm(u) 0.131221 < 10 % Convergence criterion: max(du) 3.25654e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.38242e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.16068e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0576585 < 1 % Convergence criterion: norm(du)/norm(u) 0.128269 < 10 % Convergence criterion: max(du) 3.09512e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.49584e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.15496e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0573268 < 1 % Convergence criterion: norm(du)/norm(u) 0.125458 < 10 % Convergence criterion: max(du) 2.9382e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4391e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.12231e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.057 < 1 % Convergence criterion: norm(du)/norm(u) 0.122592 < 10 % Convergence criterion: max(du) 2.78565e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5089e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.20765e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0566785 < 1 % Convergence criterion: norm(du)/norm(u) 0.119981 < 10 % Convergence criterion: max(du) 2.65589e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.4431e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.19186e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0563611 < 1 % Convergence criterion: norm(du)/norm(u) 0.117572 < 10 % Convergence criterion: max(du) 2.56285e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.36362e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.3194e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.056049 < 1 % Convergence criterion: norm(du)/norm(u) 0.115269 < 10 % Convergence criterion: max(du) 2.47223e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.48707e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.22981e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0557415 < 1 % Convergence criterion: norm(du)/norm(u) 0.113114 < 10 % Convergence criterion: max(du) 2.38393e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.70017e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24667e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0554385 < 1 % Convergence criterion: norm(du)/norm(u) 0.111092 < 10 % Convergence criterion: max(du) 2.2979e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.78355e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.10836e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0551402 < 1 % Convergence criterion: norm(du)/norm(u) 0.109193 < 10 % Convergence criterion: max(du) 2.21404e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.30487e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.24111e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0548462 < 1 % Convergence criterion: norm(du)/norm(u) 0.107416 < 10 % Convergence criterion: max(du) 2.13229e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.50771e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.19457e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0545553 < 1 % Convergence criterion: norm(du)/norm(u) 0.104961 < 10 % Convergence criterion: max(du) 2.05257e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.76817e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.27827e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0542695 < 1 % Convergence criterion: norm(du)/norm(u) 0.103155 < 10 % Convergence criterion: max(du) 1.97481e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.67174e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.00473e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0539882 < 1 % Convergence criterion: norm(du)/norm(u) 0.101635 < 10 % Convergence criterion: max(du) 1.89896e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.53596e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.31303e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0537109 < 1 % Convergence criterion: norm(du)/norm(u) 0.100239 < 10 % Convergence criterion: max(du) 1.82494e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.68542e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17643e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0534375 < 1 % Convergence criterion: norm(du)/norm(u) 0.0985242 < 10 % Convergence criterion: max(du) 1.75269e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.60009e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.17168e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0531683 < 1 % Convergence criterion: norm(du)/norm(u) 0.0972482 < 10 % Convergence criterion: max(du) 1.68217e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.8326e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.29511e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0529031 < 1 % Convergence criterion: norm(du)/norm(u) 0.0961689 < 10 % Convergence criterion: max(du) 1.61331e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.55869e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.23748e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0526407 < 1 % Convergence criterion: norm(du)/norm(u) 0.0951807 < 10 % Convergence criterion: max(du) 1.54605e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.5228e-16 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=2.11285e-16 Merging solution vector from fset to gset checking convergence mechanical equilibrium convergence criterion 0.0523822 < 1 % Convergence criterion: norm(du)/norm(u) 0.0943292 < 10 % Convergence criterion: max(du) 1.48035e-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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system solver residue: norm(KU-F)/norm(F)=1.56707e-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: 0.042094 Total Core solution elapsed time: 32.883 Linear solver elapsed time: 18.6751 (57%) Total elapsed time: 0 hrs 0 min 32 sec loading results from cluster Step 5: Plotting Step 6: Extract Box SMB Step 7: Historical Relaxation run checking model consistency marshalling file /Users/jenkins/workspace/macOS-Silicon-Examples//execution/SeaRISEgreenland-09-21-2026-01-03-07-76251/SeaRISEgreenland.bin launching solution sequence ─────────────────────────────────────────────────────────────────── Ice-sheet and Sea-level System Model (ISSM) version 2026.3 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution 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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution 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: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution 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: 0.6 Allocating matrices (Kff stiffness matrix size: 3708 x 3708) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset Updating inputs from solution for MasstransportAnalysis updating vertices positions computing transient requested outputs iteration 4/1000 time [yr]: 0.80 (time step: 0.20) computing smb computing new velocity Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8 Get solution from inputs Reduce vector from g to f set Input updates from constant Updating inputs from solution for StressbalanceAnalysis Allocating matrices (Kff stiffness matrix size: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to 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: 7416 x 7416) Assembling matrices Create nodal constraints Dirichlet lifting applied to load vector Solving matrix system Merging solution vector from fset to gset checking convergence