A finite element displacement formulation for gradient elastoplasticity

We present a second gradient elastoplastic model for strain-softening materials based entirely on a nite element displacement formulation. The stress increment is related to both the strain increment and its Laplacian. The displacement eld is the only eld needed to be discretized using a C1 continuity element. The required higher-order boundary conditions arise naturally from the displacement eld. The model is developed to regularize the ill-posedness caused by strain-softening material behaviour. The gradient terms in the constitutive equations introduce an extra material parameter with dimensions of length allowing robust modelling of the post-peak material behaviour leading to localization of deformation. Mesh insensitivity is demonstrated by modelling localization of deformation in biaxial tests. It is shown that both the thickness and inclination of the shear-band zone are insensitive to the mesh directionality and re nement and agree with the expected theoretical and experimental values