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OneCAD-Simulation/tests/oracle/nl-patch-hex8/README.md
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jyvikoandClaude Opus 5.5 8ca2dddeec verification: nonlinear oracle cases and the nonlinear solver's documentation
Theory cases for the nonlinear solver, each frozen as a fixture: uniaxial
stretch of a neo-Hookean block to twice its length (closed form), the
nonlinear patch test on a distorted hex8 mesh, a quarter turn of the same
mesh (objectivity: zero stress), the elastica of a hex20 cantilever at
P L²/(E I) = 1, 2, 5, 10 against Bisshopp–Drucker (0.2–0.5 %), and the
inflation of a thick neo-Hookean tube by a follower pressure against
Rivlin's closed form (0.08 % at the bore). A finite-strain Cook's membrane
is pending its transcribed reference. docs/fem.md describes the
formulation, the material point interface, the follower-pressure choice and
what nonlinear steps refuse; the literature, parity and roadmap pages
follow.

Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
Claude-Session: https://claude.ai/code/session_01NmAttHhUZTokgPeEJia8sm
2026-10-14 04:00:21 -04:00

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# Nonlinear patch test, hex8
A unit cube of 3 × 3 × 3 hex8 elements whose non-corner nodes are moved off the lattice, so no
element is a parallelepiped. Every boundary node is prescribed u = (F − I) X with
F = [[1.3, 0.2, -0.1], [-0.15, 0.9, 0.25], [0.05, -0.2, 1.1]] (stretch, shear and rotation, J = 1.389000); the eight inner nodes are free. The neo-Hookean
material (E = 100, ν = 0.3) must take the homogeneous deformation: the inner node 22 moves by
(F − I) X and the Cauchy stress is uniform.