6ISSM Test Suite0.0Script Error2809MATLAB-358 FAILUREfalseFAILED +++ 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