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