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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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Is there any limitation on the ratio of E1/E2 (the maximum or minimum ratio) for the FRP sheet if there is no testing on FRP properties for E2 or E3? Regards, Lima
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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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