Limit analysis decomposition and finite element mixed method
โ Scribed by Franck Pastor; Etienne Loute
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 393 KB
- Volume
- 234
- Category
- Article
- ISSN
- 0377-0427
No coin nor oath required. For personal study only.
โฆ Synopsis
This paper proposes an original decomposition approach to the upper bound method of limit analysis. It is based on a mixed finite element approach and on a convex interior point solver, using linear or quadratic discontinuous velocity fields. Presented in plane strain, this method appears to be rapidly convergent, as verified in the Tresca compressed bar problem in the linear velocity case. Then, using discontinuous quadratic velocity fields, the method is applied to the celebrated problem of the stability factor of a Tresca vertical slope: the upper bound is lowered to 3.7776 -value to be compared to the best published lower bound 3.7752 -by succeeding in solving a nonlinear optimization problem with millions of variables and constraints.
๐ SIMILAR VOLUMES
A formulation for ยฎnite element plane strain limit analysis of rigidly perfectly plastic solids governed by von Mises' plasticity condition is presented. The approach is based on the kinematic theorem of limit analysis formulated as a minimum problem for a convex and non-smooth dissipation functiona
## Abstract Kinematical approach by limit analysis is one of the fundamental methods used to predict the plastic limit state and it is applied successfully to deal with engineering problems in solid mechanics. The kinematical approach consists of minimizing the plastic dissipation power throughout
A new decomposition of the shape functions spaces involved in mixed finite element method is introduced. This decomposition is particularly well suited to handling the local equilibrium condition. Associated with the dual mixed hybrid formulation, this property reduces the mixed formulation of secon
An ecient algorithm is developed for automatic partitioning of unstructured meshes for the parallel solution of problems in the ยฎnite element method. The algorithm partitions a domain into subdomains with approximately equal loads and good aspect ratios, while the interface nodes are conยฎned to the