Hi,

I started modelling the
behaviour of the reinforced concrete walls under cyclic loading using
ABAQUS/Standard.  I used a shell element part with solid homogeneous
section and defined the concrete behaviour using both concrete damaged plasticity
material and smeared cracking separatly definition. but my cycling behavior is not good especially in it's tension behavior.I can't verify it with any test model.would you please help me?if it is possible for anybody please send an input file of ABAQUS to check my model with it.