Am trying to create a micro-model of masonry. I am modelling the bed joint as zero thickness cohesive element. The elastic traction option is used to give the stiffness properties and the damage is specified by Traction Separation Max stress model. This results in complete loss of strength if the stress exceeds the cohesive strength. Is there any way to specify the frictional properties for the same cohesive element to simulate the same effect as that of the interaction property?

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