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A symmetric constitutive matrix for the non-linear analysis of hypoelastic solids based on a formulation leading to a non-symmetric stiffness matrix
The aim of this paper is to implement and to apply a mathematical model to analyse solid mechanics problems involving non‐linear hypoelastic isotropic or orthotropic materials using the finite element method. An updated Lagrangian description with a corotated Kirchhoff stress tensor was taken on. Th...
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Published in: | Communications in numerical methods in engineering 2008-11, Vol.24 (11), p.1079-1092 |
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Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | The aim of this paper is to implement and to apply a mathematical model to analyse solid mechanics problems involving non‐linear hypoelastic isotropic or orthotropic materials using the finite element method. An updated Lagrangian description with a corotated Kirchhoff stress tensor was taken on. This description leads to a non‐symmetric stiffness matrix. An alternative,
using a symmetric constitutive matrix is addressed and some of its main mathematical and numerical characteristics are highlighted. Numerical examples for simple systems were solved and good results were obtained using a symmetric constitutive matrix, although average relative errors increase with the influence of shear stress effects. Important saving in processing time and computer memory may be obtained if a symmetric constitutive matrix is used. Copyright © 2007 John Wiley & Sons, Ltd. |
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ISSN: | 1069-8299 1099-0887 |
DOI: | 10.1002/cnm.1015 |