Dear collages,
I'm trying to develop a non-linear analysis. I want to model a foundation as a shell, and I want to consider the stiffness of the soil (but I have to define also that the stiffness in traction is = 0, and in compression is equal to the Winkler module). I want to develop this model in ABAQUS software. Could anyone help to me?
Thank you very much.
Regards,
Juan José
Forums