Experimental Study on Bond Stress-Slip Behavior of Reinforced Concrete Member Under Repeated Loading Considering Steel Corrosion

반복하중 하에서 철근부식을 고려한 철근콘크리트 부재의 부착응력-슬립 거동에 관한 실험적 연구

This study includes the experimental investigation on the fatigue-bond behavior with respect to the various rates of steel corrosion. Major criteria of test variables are the rates of steel corrosion by chloride ion and the ratio of the applied stress to the bond failure stress. According to the test results, the slip versus number of load cycles relation was found to be approximately linear in double logarithmic scale, not only without steel corrosion but also with steel corrosion. This research will be helpful for the realistic durability design and condition assessment of reinforced concrete structures.