Download task/single-software-execution/cli/ansys/task-01/task-01.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-01/task-01.json
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hf download hf://datasets/HongchengGao/EngiWorld-Tasks/task/single-software-execution/cli/ansys/task-01/task-01.json
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curl -L -o task-01.json https://huggingface.co/datasets/HongchengGao/EngiWorld-Tasks/resolve/main/task/single-software-execution/cli/ansys/task-01/task-01.json
2.79 kB
| { | |
| "id": "single-software-execution--cli--ansys--task-01--windows", | |
| "snapshot": "ANSYS-2026R", | |
| "instruction": "Build and solve a 3D solid cantilever beam model using ANSYS via the Command Line Interface (CLI). To start ANSYS Workbench, run `C:\\Program Files\\ANSYS Inc\\v261\\ansys\\bin\\winx64\\ANSYS261.exe -g` (version/path may differ on your machine). Launch ANSYS Workbench with `C:\\Program Files\\ANSYS Inc\\v261\\Framework\\bin\\Win64\\RunWB2.exe`.\n\nPhysical problem: 3D solid cantilever beam under an end concentrated force. Coordinate system and geometry: - Use the global Cartesian coordinate system. - The beam width is along the X direction, the beam height is along the Y direction, and the beam length is along the Z direction. - The beam occupies the following domain: - 0 ≤ X ≤ 10 mm - 0 ≤ Y ≤ 10 mm - 0 ≤ Z ≤ 100 mm - The fixed end is the face at Z = 0. - The free end is the face at Z = 100. - The top midpoint of the free end is the point (X, Y, Z) = (5, 10, 100). Model parameters: - Beam cross section: 10 mm × 10 mm - Beam length: 100 mm - Material: linear elastic steel - Young's modulus E = 210000 MPa - Poisson's ratio ν = 0.3 - Element type: SOLID185 - Mesh: global element size 5 mm Boundary conditions and load: - Fully constrain all translational degrees of freedom on the fixed face Z = 0. - Apply a concentrated force of 100 N in the -Y direction at the free-end top midpoint, i.e. At (X, Y, Z) = (5, 10, 100). 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_solid_beam.db - A nonempty result file with extension.rst must exist directly in: C:\\Users\\user\\Desktop", | |
| "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_solid_beam.db", | |
| "C:\\Users\\user\\Desktop\\extension.rst" | |
| ], | |
| "evaluator": { | |
| "postconfig": [ | |
| { | |
| "type": "upload_file", | |
| "parameters": { | |
| "files": [ | |
| { | |
| "local_path": "task-01/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" | |
| } | |