Abstract
A concise overview is given of various numerical methods that can be used to analyse localisation and failure in engineering materials. The importance of the cohesive-zone approach is emphasised and various ways of incorporating the cohesive-zone methodology in discretisation methods are discussed.
Next, a simple continuum damage (decohesion) model which preserves well-posedness of boundaryvalue problems via gradient enhancement is recalled. Using a meshless method the importance of the higher-order gradient terms is assessed. Finally, the model is used in finite element reliability analyses to quantify the probability of the emergence of various possible failure modes.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the Fifth World Congress on Computational Mechanics (WCCM V), July 7-12, 2002, Vienna, Austria |
| Editors | H.A. Mang, F.G. Rammerstorfer, J. Eberhardsteiner |
| Place of Publication | Vienna |
| Publisher | Vienna University of Technology |
| Publication status | Published - 2002 |
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