Hello,
I am trying to simulate a strain-controlled shear test to one element.
The model works in monotonic situation. When I am performing the cyclic, it does not display correct values.
I am constraining the bottom nodes of the model (ux=uy=uz=0) and the top I keep a constant height (uy=0)...
Hello,
I am trying to simulate a simple shear test on a clay layer using one element.
My model has one element, a square in 2D plane strain; I define 4 nodes [the corner ones] and a surface [the top surface]
The initial step has 2 BC:
1. the bottom nodes [left and right] are prevented from...
