Abstract
The entire process of ductile failure is modelled, from the initiation of damage to crack propagation. The microscopic material degradation mechanisms which trigger cracks are modelled by a softening elastoplastic behaviour. Mesh objectivity is ensured by a gradient enhancement. The two governing partial differential equations, i.e. equilibrium and a nonlocal averaging equation, are solved in a staggered manner, which renders a relatively simple implementation in existing finite element codes. Adaptive remeshing fulfils a threefold purpose: (i) allowing to model the geometry of discrete cracks; (ii) optimising the use of finite elements, so that finer elements are used in the regions of high strain localisation; (iii) preventing large element distortions. A number of metal forming simulations are shown which illustrate the main model features.
| Original language | English |
|---|---|
| Title of host publication | Computational plasticity : fundamentals and applications. Part 2 : proceedings of the 8th International Conference on Computational Plasticity held in Barcelona, Spain 5th-7th September 2005 |
| Place of Publication | Barcelona |
| Publisher | International Center for Numerical Methods in Engineering (CIMNE) |
| Pages | 865-868 |
| Number of pages | 4 |
| ISBN (Print) | 849599979X, 9788495999795 |
| Publication status | Published - 1 Dec 2005 |
| Event | 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII - Barcelona, Spain Duration: 5 Sept 2005 → 7 Sept 2005 |
Conference
| Conference | 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII |
|---|---|
| Country/Territory | Spain |
| City | Barcelona |
| Period | 5/09/05 → 7/09/05 |
Keywords
- Damage
- Discrete crack
- Plasticity
- Regularised
- Remeshing
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