Fig. 5
From: Finite element formulations for large strain anisotropic material with inextensible fibers

Hexahedral meshes of the cantilever beam with \(N=2, 4, 8, 16\)
From: Finite element formulations for large strain anisotropic material with inextensible fibers
Hexahedral meshes of the cantilever beam with \(N=2, 4, 8, 16\)