Influence of constant current accelerated corrosion on the bond properties of reinforced concrete

Abstract

Reinforcement corrosion is one of the most serious durability problems faced by reinforced concrete (RC) structures. In the laboratory, current accelerated corrosion method is widely used to corrode RC structures. In order to reduce the experimental time, high current density always tends to be adopted in the experiments, but the effects of current on the mechanical properties of RC structures are neglected. In this study, four groups of RC members were corroded by current accelerated corrosion method, and the impressed constant current densities were 200μA/cm 2 , 400μA/cm 2 , 600μA/cm 2 and 1000μA/cm 2 respectively. The crack width of concrete and its corresponding power time were recorded in the accelerated corrosion process. After corrosion, the pull-out tests were performed to get the bond strengths of corroded RC members. The experimental results obtained indicate that increasing the magnitude of the impressed current density results in a significant increase in maximum crack width. In the attenuation model of bond strength, with the increase of impressed current, the critical corrosion level seems to decrease and the bond strength decreases sharply with the corrosion level.