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"id": "single-software-execution--cli--abaqus--task-05--windows",
"snapshot": "ABAQUS-2025L",
"instruction": "Perform a tensile analysis in the N-mm-MPa unit system using Abaqus from the command line. For the steps below, Abaqus command-line jobs should be launched through `C:\\SIMULIA\\Commands\\abaqus.bat`. Create a 3D deformable solid block 120 mm long in global X with a 12 mm by 8 mm Y-Z cross-section. Define Aluminum with E = 70000 MPa and nu = 0.33, assign a solid homogeneous section, and create one dependent instance. Create a Static, General step named Step-Load. Apply Encastre to the X = 0 end face. At the center of the X = 120 mm end face, create a reference point at (120, 6, 4), kinematically couple the complete end face to it, and apply a concentrated force CF1 = +800 N at the reference point. This coupled force, rather than pressure, must produce tension in +X. Mesh the block with C3D8R elements and a global seed size of 4 mm. Create and run Job-BlockTension. Review S11 near X = 60 mm and U1 at the loaded reference point. Save C:\\Users\\user\\Desktop\\Job-BlockTension.cae and C:\\Users\\user\\Desktop\\Job-BlockTension.odb.",
"source": "https://github.com/nasa/abaverify https://github.com/pantale/abaqusVumat https://github.com/davidmorinNTNU/ABAQUS_subroutines",
"config": [
{
"type": "upload_file",
"parameters": {
"files": []
}
}
],
"trajectory": "trajectories/",
"related_apps": [
"abaqus"
],
"artifact_paths": [
"C:\\Users\\user\\Desktop\\Job-BlockTension.cae",
"C:\\Users\\user\\Desktop\\Job-BlockTension.odb"
],
"evaluator": {
"postconfig": [
{
"type": "upload_file",
"parameters": {
"files": [
{
"local_path": "task-05/eval.py",
"path": "C:\\Users\\user\\Desktop\\eval.py"
}
]
}
}
],
"func": "exact_match",
"result": {
"type": "vm_command_line",
"command": "C:\\SIMULIA\\Commands\\abaqus.bat cae noGUI=C:\\Users\\user\\Desktop\\eval.py",
"shell": "true"
},
"expected": {
"type": "rule",
"rules": {
"expected": "True\n"
}
}
},
"proxy": false,
"fixed_ip": false,
"possibility_of_env_change": "low"
}
|