Files
OneCAD-Simulation/tests/oracle/bar-rigid-wall-impact
jyvikoandClaude Opus 5.5 ca02c01e1f oracle: re-bless the explicit cases after #42
The large-deformation explicit core of #42 (objective stress rates, updated
kinematics) moves the bar wave and rigid-wall impact results by a few 1e-4
relative; both still pass their references (u_end 0.034%, rebound KE
-0.54%). Fixtures updated deliberately for that change.

Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
Claude-Session: https://claude.ai/code/session_01NmAttHhUZTokgPeEJia8sm
2026-10-13 21:42:19 -04:00
..

Elastic bar striking a rigid wall (explicit)

A bar 10 × 0.1 × 0.1 of 200 one-point hex8 elements (E = 10⁴, ρ = 1, ν = 0, c = 100) moving at v₀ = 0.1 towards a frictionless rigid wall at x = 0 (its end face is the contact set); linear bulk viscosity off. Solved to t = 0.3: in contact from 0 to 2L/c = 0.2, then free at +v₀.