Structure
Cantilever Explicit Dynamics
Adjust Young's modulus and predict the end-time displacement field of a fixed three-dimensional cantilever using an explicit dynamics model.
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.
Explicit Dynamics Direct Parametric MLP Ensemble
A fixed three-dimensional cantilever undergoes a time-dependent structural load, with explicit time integration resolving displacement from 0 to 0.2 seconds.
Select Young's modulus from 190 to 220 GPa to predict the three-component displacement field at 0.2 seconds. This is a simple supporting cantilever geometry with a passing frozen full-sequence Abaqus holdout.
- Geometry
- Fixed 3.0 x 0.4 x 0.4 cantilever
- Geometry scope
- same_geometry_initial_condition_and_time_window_only
Adjustable inputs
| Input | Range | Default |
|---|---|---|
| Young's modulus | 190.0 – 220.0 GPa | 205.0 |
Output fields
- End-time displacement field: Displacement X, Displacement Y, Displacement Z
Registered verification
- registered_status
- passed
- registered_reference
- Independent Abaqus same-point holdout over the full 0.0-0.2 s sequence
- registered_parameters
- youngs_modulus_gpa: 205.0
- holdout_metrics
- RMSE: 0.00839497; Normalized RMSE: 0.36136; Relative L2: 0.0481751; Correlation: 0.998856
- thresholds
- max_rmse: 1; rmse_gate_metric: normalized_rmse; max_relative_l2: 0.05; min_correlation: 0.95
- summary
- The native ensemble passed the frozen independent full-sequence holdout. The Web view displays the registered end time 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.