Structure
Ribs Geometric Nonlinear Response
Adjust total downward end force on the fixed imported ribs mesh; predict displacement and stress in SI units.
Published scope
The inputs, geometry and outputs below follow the registered public case. Published verification applies only to the stated conditions. Service availability requires a live request.
supervised structural field MLP
- Geometry
- Imported ribs SI-unit mesh
- Geometry scope
- fixed_geometry_material_and_boundaries
- Fixed conditions
- material: isotropic elastic; youngs_modulus_gpa: 210.0; poisson_ratio: 0.3; density_kg_per_m3: 7850.0; support: root plane z=0 m, all three translational displacements fixed; load_direction: negative Y; load_distribution: equal nodal forces on the registered tip-plane node group; geometry_and_mesh: fixed imported ribs C3D4; geometric_nonlinearity: True
Adjustable inputs
| Input | Range | Default |
|---|---|---|
| Total downward force | 100.0 – 1000.0 N | 650.0 |
Output fields
- Displacement and stress: Displacement X, Displacement Y, Displacement Z, Stress Xx, Stress Yy, Stress Zz, Stress Xy, Stress Xz, Stress Yz
Registered verification
- registered_status
- passed
- registered_reference
- Frozen independent native Abaqus same-point holdout
- registered_parameters
- load_force_n: 650.0
- holdout_metrics
- Relative L2: 0.17559787818717376; Correlation: 0.9843380669608911
- thresholds
- per_field_relative_l2_maximum: 0.2; per_field_correlation_minimum: 0.95
- summary
- Registered output fields passed the declared independent pointwise thresholds at the registered force only.
Recorded workflow evidence
- Project opening
- PASS
- Save and reopen
- PASS
- Training
- NOT_RUN
- Prediction
- NOT_RUN
- Independent accuracy
- RETAINED_EXISTING_EVIDENCE_NOT_RECOMPUTED
- Portable validation
- PASS
These are recorded checks; they do not establish live service availability or accuracy for every new request.