The use of fiber reinforced polymer (FRP) systems as externally bonded reinforcement has become very popular for the repair and strengthening of reinforced concrete (RC) structures as an alternative to the traditional techniques. One of the common failure modes of FRPstrengthened concrete beams is intermediate crack (IC) debonding of the FRP initiated at the tip of flexural or flexural/shear cracks in the substrate concrete; locations at which the interface is subjected to mixed-mode loading. This study presents a numerical analysis method using the extended finite element method (XFEM) implemented in Abaqus to model FRP intermediate crack debonding failure started at the tip of a flexural crack in a plain concrete beam specimen.
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