Structural Engineering and Mechanics

Volume 21, Number 2, 2005, pages 121-136

DOI: 10.12989/sem.2005.21.2.121

A general convergence condition of the Newton-Raphson algorithm applied to compressible hyperelasticity

Francois Peyraut, Zhi-Qiang Feng and Nadia Labed

Abstract

This paper presents the implementation of the Blatz-Ko hyperelastic compressible model in a finite element program to deal with large deformation problems. We show analytically and numerically that the minimum number of increment steps in the Newton-Raphson algorithm depends on material properties and applied loads. We also show that this dependence is related to the orientation preservation principle. So we propose a convergence criteria based on the sign of eigenvalues of the deformation gradient matrix.

Key Words

Blatz-Ko model; hyperelasticity; finite element; large deformation; Newton-Raphson.

Address

Francois Peyraut; Laboratoire M&#381;catronique3M, Universite de Technologie de Belfort-Montb&#381;liard,<br />S&#381;venans, 90010 Belfort cedex, France<br />Zhi-Qiang Feng; Laboratoire de M&#381;canique d?vry, Universite d?vry-Val d?ssonne,40, rue du Pelvoux, 91020 Evry cedex, France<br />Nadia Labed; Laboratoire M&#381;catronique3M, Universite de Technologie de Belfort-Montb&#381;liard,S&#381;venans, 90010 Belfort cedex, France