Nonlinear solver — Step Size Independence
Nonlinear solverPASS · 0%Nonlinear iteration, tangent, path-following, and state-management verification. Checks: history integration and converged-path independence.
- Tolerance:
- 5%
Open & Solve in BrowserSign in or register to launch this verified model in WebCAE
Open & Solve in BrowserProblem statement
- Geometry
- Run smooth path tests with 1, 2, 5, 10, 20, 50, and 100 increments using tight Newton tolerance.
- Material
- Constitutive or analytical definition: Rate-independent exact solution depends on the path, not its time discretization, when event transitions are resolved consistently.
- Boundary conditions
- Required solver capability: incremental_nonlinear_driver. Use the loading/path control stated in the setup and preserve the complete response history.
- Measured quantity
- Hyperelastic final state is increment-independent to roundoff; linear-hardening J2 converges to the same exact piecewise path; iteration counts may change but accepted states may not drift.
WebCAE Terminal
Paste these commands into the Terminal panel inside WebCAE. They use the same text DSL as the application; run one command per line:
units mm
frame up=z
material E=210000 nu=0.3
frame node at=0,0,0
frame node at=250,0,0
frame node at=500,0,0
frame node at=750,0,0
frame node at=1000,0,0
frame member 1 2 section=rect w=20 h=10
frame member 2 3 section=rect w=20 h=10
frame member 3 4 section=rect w=20 h=10
frame member 4 5 section=rect w=20 h=10
frame support node=1 dofs="all"
frame load node=5 force=0,350,0
frame solve static nlgeom=on steps=10 tol=1e-8Results comparison
| Reference value | независимость от размера шага: drift < 0.01% |
| Our result | u(5)=301.76256 mm, u(40)=301.76256 mm |
| Deviation | 0% |
| Tolerance | 5% |
| Status | PASS · 0% |
| Element family | Beam element |
| Mesh details | гиперупругая консоль, 5/10/20/40 шагов Ньютона–Рафсона; webcae_solve |
Updated: 2026-10-19 · WebCAE solver