Hello
I hope u all well.
I am trying to simulate RC beam using Abaqus and I am interested in studying shear behavior. I was wondering what is the best model for concrete in this case? is it smeared crack model rather than damaged plasticity model?
also which solver is better??
HELLO
I hope somebody can help me with this design problem.
I want to design two beams in which the first beam can take M=192 kN.m while f'c=25 Ma and the second beam can take up to M=219 kN.m and f'c=55 MPa. But the cross section is rectangular section (w=200mm,d=300mm) for two f'c which are...