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Numerical study on notched steel plate with center hole strengthened by CFRP

Abstract Steel members could be damaged and fail to fulfill the requirements of safety after long-term service. Carbon fiber reinforced polymer (CFRP) strengthening turns out to be an excellent method for prolonging its service life. The strengthening technique has been extensively studied in recent decades, however, few researchers concerned about the simulation of steel plates with center hole strengthened by CFRP. Therefore, its mechanical performance was investigated numerically in this study. The numerical results were compared with the experimental results and an acceptable agreement was reached, which verified the validity of the numerical model. A parametric study was conducted, in which the interfacial stress distribution change with CFRP elastic modulus, thickness and strengthening form was analyzed. For fully covered CFRP strengthening, increasing of elastic modulus and thickness of CFRP plates can enhance the stiffness of steel plates, however, it has insignificant effect on debonding load and obvious decrease on ultimate load. While the partially covered CFRP bonding strengthening can also upgrade the stiffness with CFRP elastic modulus and thickness, the effect to both of debonding load and ultimate load is minimal.