I need to use granular soil load on buried structures in SW simulation. Doues anyone have any experience in using the Drucker-Prager method?
Thank you,
Ludo.
I need to use granular soil load on buried structures in SW simulation. Doues anyone have any experience in using the Drucker-Prager method?
Thank you,
Ludo.
setup of the analysis will be the same as all other simulation problems
the only difference will be using the material property: http://help.solidworks.com/2013/English/SolidWorks/cworks/c_Plasticity_Drucker_Prager_Model.htm
this is well documented in the help, the nonlinear/static training and also in the solidworks KB