helmi30
Structural
- Jun 17, 2010
- 20
Hi, I have analysed a concrete slab with Concrete Damaged Plasticity using ABAQUS CAE. However the results have shown the plastic behaviour and it goes on and on without failure. My query is that how can i know the maximum loading and deflection when the concrete has failed. Perhaps, is that due to CDP is not a good option for analysing concrete slab?
Thanks in advance for any comments.
Thanks in advance for any comments.