Remarks on Analytic Solutions in Nonlinear Elasticity and Anti-Plane Shear Problem

Abstract

This paper revisits a well-studied anti-plane shear deformation problem formulated by Knowles in 1976 and analytical solutions in general nonlinear elasticity proposed by Gao since 1998. Based on minimum potential principle, a well-determined fully nonlinear system is obtained for isochoric deformation, which admits non-trivial states of finite anti-plane shear without ellipticity constraint. By using canonical duality theory, a complete set of analytical solutions are obtained for 3-D finite deformation problems governed by generalized neo-Hookean model. Both global and local extremal solutions to the nonconvex variational problem are identified by a triality theory. Connection between challenges in nonconvex analysis and NP-hard problems in computational science is revealed. It is proved that the ellipticity condition for general fully nonlinear boundary value problems depends not only on differential operators, but also sensitively on the external force field. The homogenous hyper-elasticity for general anti-plane shear deformation must be governed by the generalized neo-Hookean model. Knowles' over-determined system is simply due to a pseudo-Lagrange multiplier and two extra equilibrium conditions in the plane. The constitutive condition in his theorems is naturally satisfied with $b = λ/2$. His ellipticity condition is neither necessary nor sufficient for general homogeneous materials to admit nontrivial states of anti-plane shear.