Integrating a logarithmic-strain based hyperelastic formulation into a three-field mixed finite element formulation to deal with incompressibility in finite-strain elastoplasticity - Mines Saint-Étienne Accéder directement au contenu
Article Dans Une Revue Finite Elements in Analysis and Design Année : 2014

Integrating a logarithmic-strain based hyperelastic formulation into a three-field mixed finite element formulation to deal with incompressibility in finite-strain elastoplasticity

Résumé

This paper deals with the treatment of incompressibility in solid mechanics in finite-strain elastoplasticity. A Unite-strain model proposed by Miehe, Apel and Lambrecht, which is based on a logarithmic strain measure and its work-conjugate stress tensor is chosen, Its main interest is that it allows for the adoption of standard constitutive models established in a small-strain framework. This model is extended to take into account the plastic incompressibility constraint intrinsically. In that purpose, an extension of this model to a three-field mixed finite element formulation is proposed, involving displacements, a strain variable and pressure as nodal variables with respect to standard finite element.. Numerical examples of Unite-strain problems are. presented to assess the performance of the formulation. To conclude, an industrial case for which the classical under-integrated elements fail is considered. (C) 2014 Elsevier B.V. All rights reserved
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Dates et versions

emse-01063686 , version 1 (12-09-2014)

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Dina Al Akhrass, Julien Bruchon, Sylvain Drapier, Sébastien Fayolle. Integrating a logarithmic-strain based hyperelastic formulation into a three-field mixed finite element formulation to deal with incompressibility in finite-strain elastoplasticity. Finite Elements in Analysis and Design, 2014, 86, pp.61-70. ⟨10.1016/j.finel.2014.04.004⟩. ⟨emse-01063686⟩
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