Hakan Yalciner

TL;DR: In this paper, the effect of corrosion on the bond strength between reinforcement bars and concrete was studied in a series of experiments, and the relationship between bond strength and concrete strength in uncorroded specimens differed from that of corroded specimens set in high-strength concrete, which caused a sudden loss of bond strength.

TL;DR: In this article, a new model was developed to predict the residual flexural strength of corroded reinforced concrete beams and a novel model was presented for improved predictions between the actual and theoretically estimated corrosion mass losses based on Faraday's law, with the aid of fully extracted reinforcement bars.

TL;DR: In this paper, the impact of steel corrosion on the seismic performance of reinforced concrete (RC) structures was investigated. And the results showed that the effect of the corrosion on seismic performance is highly significant, and it should be considered carefully in performance analysis.

TL;DR: In this article, a corroded, 50-year-old high school building was analyzed by considering corrosion effects and is presented as a case study, where the relevant data obtained from the structure were used to predict its performance level for different time periods by combining two major effects of corrosion.