| { | |
| "id": "single-software-execution--cli--ansys--task-12--windows", | |
| "snapshot": "ANSYS-2026R", | |
| "instruction": "Complete a Transient Structural analysis using ANSYS Workbench 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). Before starting the work, launch ANSYS Workbench with `C:\\Program Files\\ANSYS Inc\\v261\\Framework\\bin\\Win64\\RunWB2.exe`.\n\nPhysical problem: A simply supported beam is subjected to a step force at mid-span. Coordinate system and geometry: - Use the global Cartesian coordinate system. - Model the beam as a line body with a beam cross-section. - The beam reference line is along the global X direction. - The beam starts at X = 0 mm and ends at X = 1000 mm. - The mid-span location is X = 500 mm. - The beam cross section is square: - Width = 20 mm - Height = 20 mm Model parameters: - Beam length: 1000 mm - Beam cross section: 20 mm × 20 mm - Material: Structural Steel with the following properties: - Young's modulus E = 210000 MPa - Poisson's ratio ν = 0.3 - Density ρ = 7850 kg/m³ - Mesh: - Element size: 50 mm - Use 20 equal divisions along the beam length. Boundary conditions: - Left end at X = 0 mm: - Constrain UX = 0, UY = 0, and UZ = 0. - Leave rotations free. - Right end at X = 1000 mm: - Constrain UY = 0 and UZ = 0. - Leave UX free. - Leave rotations free. Load: - Apply a concentrated force at the mid-span node, X = 500 mm. - Force magnitude: 1000 N. - Force direction: negative global Y direction. - Apply the force as a step load at the start of the transient analysis and keep it constant through the analysis end time. Analysis type and settings: - Transient Structural analysis. - Enable large deflection. - Total analysis time: 0.05 s. - Time step: 0.001 s. - Save results at every time step. - Do not add structural damping. Save requirements: - Use C:\\Users\\user\\Desktop as the working location. - Save the Workbench project file as: C:\\Users\\user\\Desktop\\wb_transient.wbpj - Save the MAPDL-equivalent database file as: C:\\Users\\user\\Desktop\\wb_transient.db - Save the MAPDL-equivalent structural result file as: C:\\Users\\user\\Desktop\\wb_transient.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\\wb_transient.db", | |
| "C:\\Users\\user\\Desktop\\wb_transient.rst", | |
| "C:\\Users\\user\\Desktop\\wb_transient.wbpj" | |
| ], | |
| "evaluator": { | |
| "postconfig": [ | |
| { | |
| "type": "upload_file", | |
| "parameters": { | |
| "files": [ | |
| { | |
| "local_path": "task-12/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" | |
| } | |