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refactor(fourc_mc_tests): convert dat to yaml
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tests/input_files/third_party/fourc/solid_runtime_hex8.4C.yaml
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Original file line number | Diff line number | Diff line change |
---|---|---|
@@ -0,0 +1,83 @@ | ||
TITLE: | | ||
This is a simple test that tests the extrapolation of stressees from Gauss points to nodes for a | ||
hex8 discretization tested date: 19.12.2024 | ||
PROBLEM TYPE: | ||
PROBLEMTYPE: "Structure" | ||
IO: | ||
OUTPUT_SPRING: true | ||
STRUCT_STRESS: "Cauchy" | ||
STRUCT_STRAIN: "Yes" | ||
VERBOSITY: "standard" | ||
IO/RUNTIME VTK OUTPUT: | ||
INTERVAL_STEPS: 1 | ||
OUTPUT_DATA_FORMAT: "ascii" | ||
IO/RUNTIME VTK OUTPUT/STRUCTURE: | ||
OUTPUT_STRUCTURE: true | ||
DISPLACEMENT: true | ||
STRESS_STRAIN: true | ||
SOLVER 1: | ||
SOLVER: "Superlu" | ||
NAME: "Structure_Solver" | ||
STRUCTURAL DYNAMIC: | ||
INT_STRATEGY: "Standard" | ||
DYNAMICTYPE: "Statics" | ||
TIMESTEP: 0.5 | ||
NUMSTEP: 2 | ||
MAXTIME: 1 | ||
TOLDISP: 1e-09 | ||
TOLRES: 1e-09 | ||
LOADLIN: true | ||
LINEAR_SOLVER: 1 | ||
STRUCT NOX/Printing: | ||
Inner Iteration: false | ||
Outer Iteration StatusTest: false | ||
MATERIALS: | ||
- MAT: 1 | ||
MAT_Struct_StVenantKirchhoff: | ||
YOUNG: 100 | ||
NUE: 0 | ||
DENS: 0 | ||
FUNCT1: | ||
- COMPONENT: 0 | ||
SYMBOLIC_FUNCTION_OF_SPACE_TIME: (1+{{ parameter_1 }}*y+{{ parameter_2 }}*z)*t | ||
DESIGN SURF NEUMANN CONDITIONS: | ||
- E: 2 | ||
NUMDOF: 6 | ||
ONOFF: [1, 0, 0, 0, 0, 0] | ||
VAL: [10, 0, 0, 0, 0, 0] | ||
FUNCT: [1, 0, 0, 0, 0, 0] | ||
DESIGN SURF DIRICH CONDITIONS: | ||
- E: 1 | ||
NUMDOF: 3 | ||
ONOFF: [1, 1, 1] | ||
VAL: [0, 0, 0] | ||
FUNCT: [0, 0, 0] | ||
PROBLEM SIZE: | ||
ELEMENTS: 2 | ||
NODES: 12 | ||
MATERIALS: 9999 | ||
DSURF-NODE TOPOLOGY: | ||
- NODE 3 DSURFACE 1 | ||
- NODE 1 DSURFACE 1 | ||
- NODE 4 DSURFACE 1 | ||
- NODE 2 DSURFACE 1 | ||
- NODE 10 DSURFACE 2 | ||
- NODE 12 DSURFACE 2 | ||
- NODE 9 DSURFACE 2 | ||
- NODE 11 DSURFACE 2 | ||
NODE COORDS: | ||
- NODE 1 COORD 0.0 0.0 0.0 | ||
- NODE 2 COORD 0.0 1.0 0.0 | ||
- NODE 3 COORD 0.0 0.0 1.0 | ||
- NODE 4 COORD 0.0 1.0 1.0 | ||
- NODE 5 COORD 1.0 0.0 0.0 | ||
- NODE 6 COORD 1.0 1.0 0.0 | ||
- NODE 7 COORD 1.0 0.0 1.0 | ||
- NODE 8 COORD 1.0 1.0 1.0 | ||
- NODE 9 COORD 2.0 0.0 0.0 | ||
- NODE 10 COORD 2.0 1.0 0.0 | ||
- NODE 11 COORD 2.0 0.0 1.0 | ||
- NODE 12 COORD 2.0 1.0 1.0 | ||
STRUCTURE ELEMENTS: | ||
- 1 SOLID HEX8 1 5 6 2 3 7 8 4 MAT 1 KINEM nonlinear | ||
- 2 SOLID HEX8 5 9 10 6 7 11 12 8 MAT 1 KINEM nonlinear |
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tests/input_files/third_party/fourc/solid_runtime_hex8.dat
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