## Abstract The master–slave approach is adapted to model the kinematic constraints encountered in incompressibility. The method presented here allows us to obtain discrete displacement and pressure fields for arbitrary finite element formulations that have discontinuous pressure interpolations. Th
Discussion of the paper ‘on the numerical instability of the smeared-crack approach in the non-linear modelling of concrete structures’
✍ Scribed by De Borst, René
- Publisher
- Wiley (John Wiley & Sons)
- Year
- 1989
- Tongue
- English
- Weight
- 157 KB
- Volume
- 5
- Category
- Article
- ISSN
- 0748-8025
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