How can i model brick with mortar by defining contact  (step by step procedure) and what are the properties needed for this problem in ANSYS APDL???

I used the following properties: Brick: density = 0.0606 lb/in^3, EX = 1.5 E6 psi, PRXY = 0.15, Open Shear = 0.3, Closed Shear = 1; Crack = 125 psi ; Crush = 2412 psi; and Multi-linear...

06 June 2016 4,913 0 View