InfiniteEngineer
Structural
- Feb 2, 2007
- 5
What is the best strain-stress model to use with conrete?? im trying to use mises isotropic plasticity (rate independent) but it doesnt allow me to have a curve for strain-stess that resemble the one used in euro-code for concrete :-(
negative slopes are not allowed! how can i used input the negative slope for concrete??
negative slopes are not allowed! how can i used input the negative slope for concrete??