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EngiWorld task dataset
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{
"id": "software-selection--cli--abaqus--task-08--windows",
"snapshot": "ANSYS-ABAQUS-AUTOCAD",
"instruction": "Proceed in Abaqus 2025 Learning Edition through C:\\SIMULIA\\Commands\\abaqus.bat with a command-line or cae noGUI scripting workflow. This task intentionally requires Abaqus because the provided native starting model is an Abaqus CAE database. Start by opening C:\\Users\\user\\Desktop\\task08_block_plate_init.cae; do not create a new model or replace the supplied starting database. The init already contains Steel (E=210000 MPa, nu=0.3), two meshed 3D deformable solids, their section assignments, surfaces, node sets, and positioned instances, but it intentionally has no analysis step, contact interaction, load, boundary condition, assembly-level result-extraction set, or job. Complete this model in the N-mm-MPa system. The Plate spans X=0..24 mm, Y=0..24 mm, Z=0..3 mm and uses a 3 mm structured C3D8R mesh. The Block spans X=8..16 mm, Y=8..16 mm, Z=3..11 mm in the assembly and uses a 2 mm structured C3D8R mesh; its 8x8 mm bottom face initially touches the plate top without clearance or penetration. Add a Static, General step named ContactStep with NLGEOM=ON, initial increment 0.05, minimum increment 1e-6, maximum increment 0.1, and at most 200 increments. Define one finite-sliding surface-to-surface interaction named BlockPlateContact between the plate top main surface and block bottom secondary surface. Use a property named FrictionlessHard with hard normal contact, separation allowed, and frictionless tangential behavior. Encastre the plate bottom. Prevent only block rigid-body drift by fixing U1 and U2 at the supplied BLOCK_ANCHOR node and U2 at the supplied BLOCK_GUIDE node; leave their vertical displacement free. Apply a 2 MPa inward pressure named BlockTopPressure to the 8x8 mm block top in ContactStep. From the supplied instance sets, create assembly node sets named PLATE_BOTTOM_NODES and BLOCK_TOP_NODES for ODB result extraction. Request S, U, RF, and Abaqus contact output sufficient to obtain CPRESS and COPEN. Create and run a one-CPU job named Task08_BlockPlate to successful completion. Save the completed native model and solver result into `C:\\Users\\user\\Desktop\\result`. Derive all metrics from the final ODB frame, not from estimates: max_contact_pressure is the maximum positive CPRESS; vertical_displacement is the minimum U3 on BLOCK_TOP_NODES; reaction_force is the absolute sum of RF3 on PLATE_BOTTOM_NODES; max_mises_stress is the maximum S Mises. Write these four finite numeric fields to C:\\Users\\user\\Desktop\\result\\metrics.json. The total reaction should balance the applied 2 MPa x 64 mm^2 = 128 N load within normal solver tolerance.",
"source": "Abaqus 2025 official documentation: https://help.3ds.com/2025/English/DSSIMULIA_Established/SIMACAEITNRefMap/simaitn-c-contactconstraints.htm ; https://help.3ds.com/2025/English/DSSIMULIA_Established/SIMACAEOUTRefMap/simaout-c-stdoutputvar.htm ; https://help.3ds.com/2025/English/DSSIMULIA_Established/SIMACAEKERRefMap/simaker-c-ov.htm",
"config": [
{
"type": "upload_file",
"parameters": {
"files": [
{
"local_path": "task-08/init_file/task08_block_plate_init.cae",
"path": "C:\\Users\\user\\Desktop\\task08_block_plate_init.cae"
}
]
}
}
],
"trajectory": "trajectories/",
"related_apps": [
"abaqus"
],
"artifact_paths": [
"C:\\Users\\user\\Desktop\\result",
"C:\\Users\\user\\Desktop\\eval_detail.txt",
"C:\\Users\\user\\Desktop\\eval_result.txt"
],
"evaluator": {
"postconfig": [
{
"type": "upload_file",
"parameters": {
"files": [
{
"local_path": "task-08/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"
}