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Computational aspects in finite strain plasticity analysis of geotechnical materials

Lookup NU author(s): Professor Mohamed Rouainia

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Abstract

This paper presents a framework to describe the constitutive behaviour of geotechnical materials in the context of multiplicative finite strain. A suitable energy function is chosen allowing the hyperelastic response to be energy conserving. The corresponding tangent modulus is derived to ensure quadratic rates of convergence of the Newton–Raphson procedure in the finite element solution. Standard element tests are given to demonstrate the performance of the algorithms developed.

Publication metadata

Author(s): Rouainia M, Muir Wood D

Publication type: Article

Publication status: Published

Journal: Mechanics Research Communications

Year: 2006

Volume: 33

Issue: 2

Pages: 123-133

Print publication date: 25/07/2005

ISSN (print): 0093-6413

ISSN (electronic): 1873-3972

Publisher: Pergamon

URL: http://dx.doi.org/10.1016/j.mechrescom.2005.06.014

DOI: 10.1016/j.mechrescom.2005.06.014

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