Can Ansys Workbench Improve CZM Method for Material Fracture Analysis?

Beulah21
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EPOXY RESIN WITH CZM
Hello all.
I am new to this platform. Please can anyone kindly put me through? I am modeling slip behavior between FRP and brick masonry. I have an epoxy resin adhesive as the interface. I used CZM method with pure penalty. My questions are as below:
1. Do I model the epoxy adhesive interface as 1 layer or two layers? or how many CZM layers am I expected to have?
2 I am using separation distance-based debonding. do I drag this into epoxy resin? and what values do i use ?
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I have Mass A being pulled vertically. I have Mass B on an incline that is pulling Mass A. There is a 2:1 pulley between them. The math I'm using is: FA = MA / 2 = ? t-force MB * SIN(of the incline degree) = ? If MB is greater then FA, it pulls FA up as MB moves down the incline. BUT... If I reverse the 2:1 pulley. Then the math changes to... FA = MA * 2 = ? t-force MB * SIN(of the incline degree) = ? If FA is greater then MB, it pulls MB up the incline as FA moves down. It's confusing...
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