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5154c4e 3de3b50 5154c4e | 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 | {
"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"
}
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],
"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"
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"proxy": false,
"fixed_ip": false,
"possibility_of_env_change": "low"
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