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I am using the "cohesive contact" and "damage" in order to simulate the contact between concrete and CFRP. I would like to know more about the cohesive and damage parameters and their value.
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Th contact between two surfaces can be modeled as "surface to surface" or "node to surface"in ABAQUS. What is the difference in results when we use these two contacts in ABAQUS standard.
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Has any body seen in papers or published a paper that an increase in the thickness of FRP material was required in the FEM simulation in order to have a compatible result with experiments? I...
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For retrofitting and strengthening purposes of Rc structure, using FRP is one of the common methods. However, the simulation of interface of concrete and FRP is very critical. I would like to...
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