Elastoplastic behavior
The finite element method – material nonlinear analysis
Article REF: C6004 V1
Elastoplastic behavior
The finite element method – material nonlinear analysis

Author : Alaa CHATEAUNEUF

Publication date: May 10, 2018 | Lire en français

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3. Elastoplastic behavior

In contrast to the uniaxial case, the relationship between stress and strain is no longer sufficient to describe elastoplastic behavior in an analysis of continuous two- and three-dimensional media.

Multiaxial loading tests demonstrate the existence of an initial elasticity domain as a function of the Cauchy stress tensor. As long as loading remains within this domain, deformations remain reversible.

Figure 10 illustrates the criteria obtained from tests on metals, subjected to a loading path consisting of axial stress followed by shear.

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