## Abstract A model which allows the introduction of displacements jumps to conventional finite elements is developed. The path of the discontinuity is completely independent of the mesh structure. Unlike soโcalled โembedded discontinuityโ models, which are based on incompatible strain modes, there
โฆ LIBER โฆ
A finite element method for the computational modelling of cohesive cracks
โ Scribed by J. Mergheim; E. Kuhl; P. Steinmann
- Publisher
- John Wiley and Sons
- Year
- 2005
- Tongue
- English
- Weight
- 198 KB
- Volume
- 63
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.1286
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