Reply To: Cyclic loading from ANSYS Workbench

[Amin]

Hi Peter, I have succeeded to obtain the cyclic load. But I see from the curve obtained that the positive part is similar to the negative part (figure below). Is there a way to include the stiffness degradation in the curve (I mean when the cracks start a degradation in the stiffness will appear). How can I include this degradation in concrete.