Download task/single-software-execution/cli/ansys/task-03/task-03.json from HongchengGao/EngiWorld-Tasks: direct link, hf CLI and curl.
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https://huggingface.co/datasets/HongchengGao/EngiWorld-Tasks/resolve/main/task/single-software-execution/cli/ansys/task-03/task-03.json
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hf download hf://datasets/HongchengGao/EngiWorld-Tasks/task/single-software-execution/cli/ansys/task-03/task-03.json
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curl -L -o task-03.json https://huggingface.co/datasets/HongchengGao/EngiWorld-Tasks/resolve/main/task/single-software-execution/cli/ansys/task-03/task-03.json
3.24 kB
| { | |
| "id": "single-software-execution--cli--ansys--task-03--windows", | |
| "snapshot": "ANSYS-2026R", | |
| "instruction": "Build and solve a 2D plane-stress plate model using ANSYS Mechanical APDL. To start ANSYS Workbench, run `C:\\Program Files\\ANSYS Inc\\v261\\ansys\\bin\\winx64\\ANSYS261.exe -g` (version/path may differ on your machine). On this machine, launch ANSYS Workbench with `C:\\Program Files\\ANSYS Inc\\v261\\Framework\\bin\\Win64\\RunWB2.exe`.\n\nPhysical problem: A rectangular plate with a central circular hole is subjected to uniaxial tensile loading. Coordinate system and geometry: - Use the global Cartesian coordinate system. - The plate width is along the X direction. - The plate length is along the Y direction. - The plate occupies: - 0 ≤ X ≤ 100 mm - 0 ≤ Y ≤ 200 mm - Plate thickness: 1 mm - A circular hole is located at the plate center: - Hole center: (X, Y) = (50, 100) mm - Hole diameter: 10 mm - Hole radius: 5 mm Model parameters: - Material: linear elastic steel - Young's modulus E = 210000 MPa - Poisson's ratio ν = 0.3 - Element type: PLANE183 - Element behavior: plane stress with thickness option - Thickness: 1 mm - Mesh: - Global element size: 5 mm - Local element size around the circular hole: 1 mm Boundary conditions and load: - Apply uniform uniaxial tension in the X direction. - Apply a nominal tensile stress of 10 MPa on the left and right vertical edges: - On the left edge X = 0, apply traction in the -X direction. - On the right edge X = 100, apply traction in the +X direction. - Do not constrain the full top or bottom edges. - Apply only the minimum displacement constraints required to remove rigid-body motion, without altering the uniaxial tensile stress field. For example: - Fix UX = 0 and UY = 0 at one reference node. - Fix UY = 0 at a second reference node separated in the X direction. - The circular hole boundary must remain traction-free. Analysis type: - Static structural analysis. Save requirements: - Use C:\\Users\\user\\Desktop as the ANSYS working directory. - Save the database file as: C:\\Users\\user\\Desktop\\apdl_hole_plate.db - Save the structural result file as: C:\\Users\\user\\Desktop\\apdl_hole_plate.rst", | |
| "source": "https://github.com/ansys/pymapdl https://github.com/ansys/example-data", | |
| "config": [ | |
| { | |
| "type": "upload_file", | |
| "parameters": { | |
| "files": [] | |
| } | |
| } | |
| ], | |
| "trajectory": "trajectories/", | |
| "related_apps": [ | |
| "ansys" | |
| ], | |
| "artifact_paths": [ | |
| "C:\\Users\\user\\Desktop\\apdl_hole_plate.db", | |
| "C:\\Users\\user\\Desktop\\apdl_hole_plate.rst" | |
| ], | |
| "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": "python 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" | |
| } | |