This paper is concerned with the performance of shell finite elements, well established in locking‐free computations with linear constitutive laws, in the case of non‐linear elastic material behaviour. Specifically enhanced strain elements are focused on. It is shown that the element behaviour depends on the resulting form of the stress tensor. Phenomenological models for highly non‐linear and elastically deforming rubber, like that of Odgen, are compared with the statistical‐based constitutive model developed by Arruda and Boyce. Whereas computations with the Odgen or any equivalent phenomenological model prove unstable, the behaviour of the enhanced elements, when the statistical model is applied, is shown to be superior. The behaviour is attributed to the mathematical form of the resulting stress tensor.
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1 November 2003
Research Article|
November 01 2003
On the performance of enhanced strain finite elements in large strain deformations of elastic shells: Comparison of two classes of constitutive models for rubber materials Available to Purchase
Carlo Sansour;
Carlo Sansour
Dynamical Modelling and Simulation Group, School of Petroleum Engineering, University of Adelaide, Adelaide, Australia
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Stefanie Feih;
Stefanie Feih
RISØ National Laboratory, Materials Research Department, Roskilde, Denmark
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Werner Wagner
Werner Wagner
Institut für Baustatik, Universität Karlsruhe, Karlsruhe, Germany
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Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
2003
Engineering Computations (2003) 20 (7): 875–895.
Citation
Sansour C, Feih S, Wagner W (2003), "On the performance of enhanced strain finite elements in large strain deformations of elastic shells: Comparison of two classes of constitutive models for rubber materials". Engineering Computations, Vol. 20 No. 7 pp. 875–895, doi: https://doi.org/10.1108/02644400310502027
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