Tensorially invariant constitutive relations are systematically derived for large strain elastoplastic response of geomaterials. The analysis centres on Mohr-Coulomb (MC) and Drucker-Prager (DP) models with arbitrary hardening and non-associated response. Both flow and deformation theories are const
Bifurcation of elastoplastic pressure-sensitive spheres
β Scribed by Y. Hollander; D. Durban
- Publisher
- Elsevier Science
- Year
- 2008
- Tongue
- English
- Weight
- 307 KB
- Volume
- 55
- Category
- Article
- ISSN
- 0898-1221
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β¦ Synopsis
Instability of a full sphere, under uniform compression or tension, is investigated within the framework of linear bifurcation theory. Material response is modeled by a Hookean-type hypoelastic relation with pressure dependent instantaneous moduli. Exploiting a formal analogy with Navier equations of linear elasticity we obtain exact solution for the bifurcated field. Two families of eigenmodes and eigenvalues are identified and discussed. We examine, in particular, surface instabilities in compression, and twisting modes with absence of radial velocity. The results are further specified for pressure-sensitive plastic solids with an elliptic yield surface. The deformation theory prediction of bifurcation loads for that material are much lower than those obtained from the flow theory version.
π SIMILAR VOLUMES
Modeling strain gradient plasticity effects has achieved considerable success in recent years. However, incorporating the full mechanisms of the pressure-sensitive yielding and the size dependence of plastic deformation still remains an open challenge. In this work, a mechanism-based stain gradient