Download task/single-software-execution/cli/abaqus/task-03/task-03.json from HongchengGao/EngiWorld-Tasks: direct link, hf CLI and curl.
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curl -L -o task-03.json https://huggingface.co/datasets/HongchengGao/EngiWorld-Tasks/resolve/main/task/single-software-execution/cli/abaqus/task-03/task-03.json
3.28 kB
| { | |
| "id": "single-software-execution--cli--abaqus--task-03--windows", | |
| "snapshot": "ABAQUS-2025L", | |
| "instruction": "Perform a tensile analysis of a thin rectangular shell plate with a central circular hole using Abaqus via the Command Line Interface (CLI) or Python scripting environment. To start Abaqus/CAE, run `C:\\SIMULIA\\CAE\\2025LE\\win_b64\\resources\\install\\le\\launcher.bat cae` (adjust path to your install). On this machine, Abaqus command-line jobs should be launched through `C:\\SIMULIA\\Commands\\abaqus.bat`.\n\nUse the N-mm-MPa unit system. Part: Instantiate a 3D Deformable Shell part. Sketch a rectangle on the XY plane with dimensions 120 mm in the X direction and 240 mm in the Y direction. Cut a circular hole at the center point (60, 120) mm with a diameter of 12 mm. Property: Create a material named Steel. Set Young's modulus E = 210000 MPa and Poisson's ratio nu = 0.3. Create a Homogeneous Shell Section with thickness 1 mm and 5 through-thickness integration points. Assign the section to the entire plate geometry. Assembly: Create one dependent instance of the shell plate. Step: Create a Static, General step named Step-HoleTension, placing it after the Initial step. Loads and Boundary Conditions: Apply shell edge loads of 8 N/mm to the two vertical outer edges. On the left edge at X = 0, apply the load in the global negative X direction. On the right edge at X = 120, apply the load in the global positive X direction. To prevent rigid-body motion without over-constraining the tensile deformation: - At the bottom-left corner (0, 0), constrain U1 = U2 = U3 = 0. - At the bottom-right corner (120, 0), constrain U2 = U3 = 0. - At the top-left corner (0, 240), constrain U3 = 0. Mesh: Seed the circular hole edge with an approximate element size of 2.4 mm. Apply a global seed size of 10 mm to the plate. Assign element type S4R and generate the mesh. Job: Create a job named Job-FlangeHole, submit it, and wait for successful completion. Save: Save the model database to C:\\Users\\user\\Desktop\\Job-FlangeHole.cae. Ensure the output database is generated as C:\\Users\\user\\Desktop\\Job-FlangeHole.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-FlangeHole.cae", | |
| "C:\\Users\\user\\Desktop\\Job-FlangeHole.odb" | |
| ], | |
| "evaluator": { | |
| "postconfig": [ | |
| { | |
| "type": "upload_file", | |
| "parameters": { | |
| "files": [ | |
| { | |
| "local_path": "task-03/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" | |
| } | |