Mixed displacement and couple stress finite element method for anisotropic centrosymmetric materials

The classical theory of elasticity is an idealized model of a continuum, which works well for many engineering applications. However, with careful experiments one finds that it may fail in describing behavior in fatigue, at small scales and in structures having high stress concentration factors. Many size-dependent theories have been developed to capture these effects, one of which is the consistent couple stress theory. In this theory, couple stress mu(ij) is present in addition to force stress alpha(ij) and its tensor form is shown to have skew symmetry. The mean curvature kappa(ij), which is defined as the skew-symmetric part of the gradient of rotations, is the correct energy conjugate of the couple stress. This mean curvature kappa(ij) and strain e(ij) together contribute to the elastic energy. The scope of this paper is to extend the work to study anisotropic materials and present a corresponding finite element method. A fully displacement based finite element method for couple stress elasticity requires C-1 continuity. To avoid this, a mixed formulation is presented with primary variables of displacements u(i) and couple stress mu(i), vectors, both of which require only C-0 continuity. Centrosymmetric classes of materials are considered here for which force stress and strain are decoupled from couple stress and mean curvature in the constitutive relations. Details regarding the numerical implementation are discussed and the effect of couple stress elasticity on anisotmpic materials is examined through several computational examples.

Automated summary

The classical theory of elasticity is an idealized model for many engineering applications, but may fail to describe behavior in fatigue, at small scales, and in structures with high stress concentrations. The consistent couple stress theory, which includes skew-symmetric couple stress mu(ij), has been developed to account for these effects. This theory introduces mean curvature kappa(ij) as the correct energy conjugate of couple stress, with strain e(ij) jointly contributing to elastic energy.