Finite element nonlinear analysis of con
β
S. Oller; E. OΓ±ate; J. Oliver; J. Lubliner
π
Article
π
1990
π
Elsevier Science
π
English
β 912 KB
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