| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 280179 | International Journal of Solids and Structures | 2007 | 17 Pages |
Abstract
The application of conic programming to some traditionally difficult plasticity problems is considered. Convenient standard forms for conic programming of both limit and incremental elastoplastic analysis are given. The types of yield criteria that can be treated by conic programming is discussed and it is shown that the three-dimensional Mohr–Coulomb criterion can be cast as a set of conic constraints, thus facilitating efficient treatment by dedicated algorithms. Finally, the performance of a number of mixed finite elements is evaluated together with a state-of-the-art second-order cone programming algorithm.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
K. Krabbenhøft, A.V. Lyamin, S.W. Sloan,
