{ "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" }