Abstract
Recently, it is highly important issue that the aging degradation of the structural members caused by corrosion and/or fatigue cracks. Therefore, repair and reinforcement method by using CFRP have been developed in many years. However, in the case of galvanized steel members, it is not recommended that removing the galvanizations to ensure the adhesion strength of the reinforcement material because of occurrence other corrosions. Based on these, the adhesion strength of galvanized steel and CFRP is investigated without removing the galvanizations through tensile shear test in this paper.