Abstract

Solutions to complex plasticity problems by numerical methods normally require discretisation of the geometry and approximation of the governing equations. In classical plasticity theories the material post-peak strength depends on a strain softening parameter in terms of an equivalent plastic strain measure. When modelling strain-softening, classical (local) continuum theories suffer from mesh dependency problems because of the lack of an internal length scale. As a result of this deficiency, the critical condition for localisation coincides with the condition for the loss of ellipticity of the governing differential equations. This mathematical ill-conditioning can be prevented by using higher order (non-local) continuum theories. Among the theories, the gradient-dependent plasticity theory, has been successfully implemented into a few finite element algorithms for the stress analysis of strain-softening materials. The addition of a gradient term in the material failure criterion preserves ellipticity condition and consequently removes mesh-dependency after the strain-softening regime has been entered. In this paper, an implementation of the gradient-dependent plasticity theory to general finite difference codes is discussed.

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