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This document discusses the development of a Finite Element (FE) model to simulate the response of Fiber-Reinforced Polymer (FRP) retrofitted Reinforced Concrete (RC) columns under blast loading. The model incorporates strain rate effects and modifies existing concrete models to accurately capture the behavior of FRP-confining concrete. Validation of the model is achieved through comparison with experimental tests, demonstrating its effectiveness in predicting the blast response of retrofitted columns.

Author

Mohamed Hemeda

Language

EN