The paper investigates the possibility of the occurrence of a multiplicity of homogeneous responses of soil specimens under the same incremental loading, and the associated non-controllability of the imposed loading path. It is shown that for non-associated elastoplastic strain-hardening constituti
A comparison of incremental behaviour of elastoplastic and CLoE models
✍ Scribed by Chambon, René; Caillerie, Denis; Desrues, Jacques; Crochepeyre, Stéphane
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 170 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0363-9061
No coin nor oath required. For personal study only.
✦ Synopsis
A comparison between two classes of constitutive equations is presented. The comparison is based on two models, namely the classical bi-linear elastoplastic Von Mises model and an incrementally non linear model previously proposed by the authors (called CLoE model). Both models exhibit the same behaviour for isotropic and deviatoric loading paths. Gudehus' diagram, inversibility, second order work and shear band localization criteria are comparatively analysed. As a result the two constitutive equations share some similarities but the CLoE model gives a more appropriate and flexible description of shear band formation.
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