In this paper a plastic damage model for nonlinear finite element analysis of concrete is presented. The model is based on standard plasticity theory for frictional materials. Details of the expressions of a new yield function proposed and of the evolution laws of the model parameters are given. The
β¦ LIBER β¦
Nonlinear finite element analysis of concrete structures
β Scribed by Yuan-Gao Zhang; Ming-Wan Lu; Keh-Chih Hwang
- Publisher
- Springer
- Year
- 1993
- Tongue
- English
- Weight
- 829 KB
- Volume
- 44
- Category
- Article
- ISSN
- 0044-2275
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