Analysis of the elastic–plastic problem involving finite plastic strain using the boundary element method
✍ Scribed by A. Lorenzana; J.A. Garrido
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 279 KB
- Volume
- 73
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
✦ Synopsis
This paper presents a formulation of the static problem of metallic solids undergoing both material and geometrical non-linearities. The plastic constitutive relations are based on the von Mises yield criterion with associated ¯ow rule and isotropic hardening. The plastic strains can be large. The numerical approach is based on the boundary element method (BEM) but, since it is not possible to take all the integrals to the boundary, both domain and boundary discretization are needed. A material description is adopted together with an updated Lagrangian approach. The generalized midpoint algorithm is used for the computation of the large scale plastic strains. The displacement gradients are obtained, in order to avoid singularities, from polynomial dierentiation of the displacement ®eld in each domain element from the nodal values. The resulting method is incremental and iterations are needed in each increment. The two-dimensional plane strain case has been implemented and one example is presented, to show the applicability of the method proposed.
📜 SIMILAR VOLUMES
The cold rolling of rectangular section slabs is analysed for a range of width-to-height ratios (one to three) for which spread of the workpiece is appreciable. This necessitates the use of a three-dimensional model. An elastic-plastic finite-element method is used to provide a complete description