! CGROW calculations : Defines crack-growth informationĬGROW, METHOD, XFEM ! Uses XFEM method for the crack propagationĬGROW, FCOPTION, MTAB, 2 ! Fracture criterion ! CINT calculations : Defines parameters associated with fracture parameter calculationsĬINT, CXFE, crktipelem ! Crack-tip element ! Loading - Displacement on two nodes on top

Xfenrich,ENRICH1,TESTCMP ! Defines parameters associated with crack propagation using XFEM ! Element component required for XFENRICH command !Decay of stresses on newly cracked interface Tbdata, 1, 0.5 ! Maximum normal traction: = 0.5 N/mm2 Tb, cgcr, 2,, , STTMAX ! Fracture Behavior: Maximum circumferential stress !See Solving Units in the help system for more information. !NOTE:Any data that requires units (such as mass) is assumed to be in the consistent solver unit system. !Active UNIT system in Workbench when this object was created:Metric (mm, t, N, s, mV, mA) !These commands may supersede command settings set by Workbench. '!Commands inserted into this file will be executed just prior to the ANSYS SOLVE command. The below is the whole interface as you can see

It has been some days and I could not find almost noting in this forum can anyone makes a discussion on this please, this has already been solved in APDL in Ansys manual I am just trying to replicate the same in Workbench as have to solve some other problems.

Ansys apdl command sfa