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A finite element displacement formulation for gradient elastoplasticity
Author(s) -
Zervos A.,
Papanastasiou P.,
Vardoulakis I.
Publication year - 2001
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/1097-0207(20010228)50:6<1369::aid-nme72>3.0.co;2-k
Subject(s) - finite element method , displacement field , displacement (psychology) , shear band , softening , discretization , deformation (meteorology) , constitutive equation , mechanics , laplace operator , mathematical analysis , boundary value problem , stress (linguistics) , shear (geology) , geometry , materials science , mathematics , structural engineering , physics , engineering , composite material , psychology , psychotherapist , linguistics , philosophy
We present a second gradient elastoplastic model for strain‐softening materials based entirely on a finite element displacement formulation. The stress increment is related to both the strain increment and its Laplacian. The displacement field is the only field needed to be discretized using a C 1 continuity element. The required higher‐order boundary conditions arise naturally from the displacement field. 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 refinement and agree with the expected theoretical and experimental values. Copyright © 2001 John Wiley & Sons, Ltd.