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I am modelling the micro-model of masonry in Abaqus. The brick-mortar interface is modelled as surface interactions. What is the range of the contact stiffness(N/mm3) for the brick-mortar interface?
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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...
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