Residual load capacity of corroded reinforced concrete beam undergoing bond failure

Author:

Dong Wei,Ye Jiabing,Murakami Yuki,Oshita Hideki,Suzuki Shuichi,Tsutsumi Tomoaki

Funder

National Natural Science Foundation of China

Natural Science Foundation of Education Department of Yunnan Province

Innovation Project of China’s University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members;Al-Sulaimani;ACI Struct J,1990

2. Influence of longitudinal cracking due to reinforcement corrosion on characteristics of reinforced concrete members;Okada;ACI Struct J,1988

3. Bond behaviour of corroded reinforcing steel bars in concrete;Fang;Cem Concr Res,2006

4. The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams;Lachemi;Eng Struct,2014

5. Effect of corrosion of reinforcement on the coupled shear and bending behaviour of reinforced concrete beam;Zhu,2012

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