Structure

Ribs Harmonic Response at 20 Hz

Adjust harmonic end-force amplitude at a fixed 20 Hz; predict real and imaginary displacement with mass-proportional damping alpha=2 per second.

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: False; frequency_hz: 20.0; mass_proportional_damping_alpha_per_s: 2.0

Adjustable inputs

InputRangeDefault
Total downward force100.0 – 1000.0 N650.0

Output fields

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: 0.011911276298831265; Correlation: 0.9998372198808291
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.

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