Abstract
In nonlinear finite element analysis, loads are usually applied in increments and the corresponding incremental displacements are obtained by solving the global equilibrium equations. The incremental strains can be computed from the incremental displacements in the usual way. A set of ordinary differential equations must then be solved to find the stress increment based upon the known strain increment.
| Original language | English |
|---|---|
| Title of host publication | Jount 8th World Congress on Computational Mechanics (WCCM8) and 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), Venice, Italy, 30 June-4 July 2008 |
| Publisher | Emerald |
| Number of pages | 2 |
| ISBN (Print) | 9788496736559 |
| Publication status | Published - 2008 |
| Event | World Congress on Computational Mechanics - Duration: 19 Jul 2010 → … |
Conference
| Conference | World Congress on Computational Mechanics |
|---|---|
| Period | 19/07/10 → … |
Keywords
- geomechanics
- deformations
- nonlinear finite elements
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