Non-linear Elastic DeformationsApplication of theory of finite elasticity to solution of boundary-value problems, analysis of mechanical properties of solid materials capable of large elastic deformations. Problems. |
Contents
Dual Space General Tensors | 38 |
Analysis of Deformation and Motion | 73 |
36 | 139 |
Copyright | |
8 other sections not shown
Other editions - View all
Common terms and phrases
applied arbitrary bifurcation boundary conditions boundary-value problem Cauchy elastic Cauchy stress components conjugate constitutive equation constitutive law coordinate corresponding current configuration cylinder deduce defined deformation gradient denote discussion e₁ e₂ elastic material elastic solid equation equivalent Eulerian example follows given Grad hence homogeneous incompressible material incremental independent inequality isochoric isotropic isotropic elastic isotropic materials Lagrangean axes line elements linear moduli motion normal notation observer transformation obtain Ogden plane polar decomposition principal axes principal stretches proper orthogonal rectangular Cartesian reference and current reference configuration relative respectively restriction rotation satisfying scalar field second-order tensor Section simple shear solution strain tensor strain-energy function stress tensor surface symmetry group t₁ t₂ tensor field theorem theory traction Truesdell two-point tensor unconstrained material undistorted configuration uniqueness values vector field λ₁ λ₂ Ολι ай