Standard Output
+++ Running case: MATLAB-358
+++ working dir: /c/Users/jenkins/Jenkins/workspace/Windows-Basic/nightlylog
| 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 dsl.global_average_thermosteric_sea_level specified: transient values set to zero
| no dsl.sea_surface_height_above_geoid specified: transient values set to zero
| no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero
| no balancethickness.thickening_rate specified: values set as zero
| checking model consistency
| INFO: the outlog will look better if only md.verbose.control is turned on
| marshalling file C:\Users\jenkins\Jenkins\workspace\Windows-Basic\\execution/test358-05-12-2026-07-30-18-2748/test358.bin
| launching solution sequence
| Ice-sheet and Sea-level System Model (ISSM) version 2026.2
| GitHub: https://github.com/ISSMteam/ISSM/
| Documentation: https://issmteam.github.io/ISSM-Documentation/
| starting model processor
| creating datasets for analysis StressbalanceAnalysis
| creating datasets for analysis StressbalanceVerticalAnalysis
| creating datasets for analysis L2ProjectionBaseAnalysis
| creating datasets for analysis ExtrudeFromBaseAnalysis
| creating datasets for analysis DepthAverageAnalysis
| updating elements and materials for control parameters
| creating output definitions
| done with model processor
| Processing finite element model of analysis StressbalanceAnalysis:
| 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
| Processing finite element model of analysis StressbalanceVerticalAnalysis:
| configuring element and loads
| Configuring elements...
| Configuring loads...
| Configuring materials...
| Configuring inputs...
| resolving node constraints
| creating nodal degrees of freedom
| Processing finite element model of analysis L2ProjectionBaseAnalysis:
| configuring element and loads
| Configuring elements...
| Configuring loads...
| Configuring materials...
| Configuring inputs...
| resolving node constraints
| creating nodal degrees of freedom
| Renumbering degrees of freedom
| Processing finite element model of analysis ExtrudeFromBaseAnalysis:
| configuring element and loads
| Configuring elements...
| Configuring loads...
| Configuring materials...
| Configuring inputs...
| resolving node constraints
| creating nodal degrees of freedom
| Renumbering degrees of freedom
| Processing finite element model of analysis DepthAverageAnalysis:
| configuring element and loads
| Configuring elements...
| Configuring loads...
| Configuring materials...
| Configuring inputs...
| resolving node constraints
| creating nodal degrees of freedom
| Renumbering degrees of freedom
| call computational core:
| preparing initial solution
| x | Cost function f(x) | List of contributions
| ====================== step 1/2 ===============================
| x = 0 | computing velocities
| Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=1.35871e-15
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 81.0324 > 5 %
| Convergence criterion: norm(du)/norm(u) 45.0359 > 5 %
| Convergence criterion: max(du) 1.59781e-06
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=7.6993e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 47.9462 > 5 %
| Convergence criterion: norm(du)/norm(u) 32.3457 > 5 %
| Convergence criterion: max(du) 6.25562e-07
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=7.22448e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 29.9385 > 5 %
| Convergence criterion: norm(du)/norm(u) 22.9541 > 5 %
| Convergence criterion: max(du) 3.06167e-07
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=4.72562e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 19.115 > 5 %
| Convergence criterion: norm(du)/norm(u) 15.9807 > 5 %
| Convergence criterion: max(du) 1.66989e-07
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=4.06854e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 12.3938 > 5 %
| Convergence criterion: norm(du)/norm(u) 10.9804 > 5 %
| Convergence criterion: max(du) 9.75081e-08
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=4.75393e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 8.11816 > 5 %
| Convergence criterion: norm(du)/norm(u) 7.47743 > 5 %
| Convergence criterion: max(du) 5.95866e-08
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=5.00456e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 5.35338 > 5 %
| Convergence criterion: norm(du)/norm(u) 5.06123 > 5 %
| Convergence criterion: max(du) 3.75963e-08
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=9.37989e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 3.54592 < 5 %
| Convergence criterion: norm(du)/norm(u) 3.41177 < 5 %
| Convergence criterion: max(du) 2.42835e-08
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 8
| Input updates from constant
| computing adjoint
| Updating constraints and active domain of analysis AdjointHorizAnalysis for time: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=3.54442e-16
| Merging solution vector from fset to gset
| Updating inputs from solution for AdjointHorizAnalysis
| saving results
| Computing cost function gradient
| f(x) = 1026175 | 1026175 2.775154e-34
| x = 1 | Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=7.98984e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 3.2434 < 5 %
| Convergence criterion: norm(du)/norm(u) 3.15343 < 5 %
| Convergence criterion: max(du) 2.3342e-08
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| f(x) = 929871.4 | 929871.4 1.126811e-05
| x = 0.381966 | Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=5.57759e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 1.61766 < 5 %
| Convergence criterion: norm(du)/norm(u) 1.57678 < 5 %
| Convergence criterion: max(du) 1.15502e-08
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| f(x) = 912601.3 | 912601.3 1.643995e-06
| x = 0.618034 | Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=1.04731e-15
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 1.26155 < 5 %
| Convergence criterion: norm(du)/norm(u) 1.25282 < 5 %
| Convergence criterion: max(du) 8.46079e-09
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| f(x) = 885444.2 | 885444.2 4.304035e-06
| ====================== step 2/2 ===============================
| x = 0 | computing velocities
| Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=7.29131e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 0.838505 < 5 %
| Convergence criterion: norm(du)/norm(u) 0.836503 < 5 %
| Convergence criterion: max(du) 5.46257e-09
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| Input updates from constant
| computing adjoint
| Updating constraints and active domain of analysis AdjointHorizAnalysis for time: 0
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=6.50472e-16
| Merging solution vector from fset to gset
| Updating inputs from solution for AdjointHorizAnalysis
| saving results
| Computing cost function gradient
| f(x) = 869664.6 | 869664.6 4.304035e-06
| x = 1 | Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=5.04609e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 1.59492 < 5 %
| Convergence criterion: norm(du)/norm(u) 1.49784 < 5 %
| Convergence criterion: max(du) 1.15572e-08
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| f(x) = 814673.1 | 814673.1 2.955889e-05
| x = 0.381966 | Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=3.71218e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 0.453799 < 5 %
| Convergence criterion: norm(du)/norm(u) 0.418271 < 5 %
| Convergence criterion: max(du) 3.57149e-09
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| f(x) = 818200.2 | 818200.2 1.128169e-05
| x = 0.618034 | Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=6.56408e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 0.486456 < 5 %
| Convergence criterion: norm(du)/norm(u) 0.479652 < 5 %
| Convergence criterion: max(du) 3.35769e-09
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| f(x) = 806034.3 | 806034.3 1.724355e-05
| preparing final solution
| computing new velocity
| Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0
| Get solution from inputs
| Reduce vector from g to f set
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| Allocating matrices (Kff stiffness matrix size: 20 x 20)
| Assembling matrices
| Create nodal constraints
| Dirichlet lifting applied to load vector
| Solving matrix system
| solver residue: norm(KU-F)/norm(F)=7.95886e-16
| Merging solution vector from fset to gset
| checking convergence
| mechanical equilibrium convergence criterion 0.31659 < 5 %
| Convergence criterion: norm(du)/norm(u) 0.315531 < 5 %
| Convergence criterion: max(du) 2.13538e-09
| Input updates from constant
| Updating inputs from solution for StressbalanceAnalysis
| number of unstable constraints: 0
| total number of iterations: 1
| write lock file:
| FemModel initialization elapsed time: 0.163284
| Total Core solution elapsed time: 0.398205
| Linear solver elapsed time: 0.0304201 (7.6%)
| Total elapsed time: 0 hrs 0 min 0 sec
| loading results from cluster
| Error using loadresultsfromdisk
| =========================================================================
| Binary file test358.outbin not found
| This typically results from an error encountered during the simulation
| Please check for error messages above or in the outlog
| =========================================================================
| Error in loadresultsfromcluster (line 50)
| md=loadresultsfromdisk(md,d.miscellaneous.name '.outbin']);
| Error in solve (line 204)
| md=loadresultsfromcluster(md);
| Error in test358 (line 30)
| md=solve(md,'Stressbalance');
| Error in run (line 99)
| evalin('caller', strcat(script, ';'));
| Error in runme (line 156)
| run(['test' num2str(id)]);
| Error in matlab_run2 (line 3)
| runme('exclude',[IdFromString('Dakota'),125,126,129,435,701,702,703],'output','nightly','rank',2,'numprocs',2);FAILURE difference: N/A test id: 358 test name: SquareSheetConstrainedCMDragRegCoulombSSA2d field: N/A
+++ exit code: 0
