I am modelling RC beams reinforced with FRP ( GFRP,CFRP,BFRP) rebars, I have found that the best definition of interaction is, to use Cohesive behavior (it is better than Cohesive element due to the negligible interaction thickness).

My questions is ;

How can I get Cohesive behavior, damage initiation and damage evolution parameters; Cohesive behavior=(Knn,Kss,Ktt)

damage initiation =Normal only,Shear-1 only,Shear-2 Only

damage evolution=Total/Plastic Displacement 

Thanks

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