4Almusallam Abdullah A,Al-Gahtani Ahmad S,Aziz Abdur Rauf and Rasheeduzzafart.Effect of reinforcement corrosion on bond strength[J].Construction and Building Materials,1996,10(2):123-129.
5Lee Han-Seung,Noguchi Takafumi,Tomosawa Fuminori.Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion[J].Cement and Concrete Research,2002,32(8):1313-1318.
6Mangat P S,Elgarf M S.Bond characteristics of corroding reinforcement in concrete beams[J].Materials and Structures/Materlauxet Constructions,1999,32:89-97.
7Bhargava Kapilesh,Ghosh A K,Mori Yasuhiro,Ramanujam S.Corrosion-induced bond strength degradation in reinforced concrete-Analytical and empirical models[J].Nuclear Engineering and Design,2007,237:1140-1157.
8Chung Lan,Kim Jang-Ho Jay,Yi Seong-Tae.Bond strength prediction for reinforced concrete members with highly corroded reinforcing bars[J].Cement & Concrete Composites,2008,30:603-611.
9Sonmayaji S,Shan S P.Bond Stress Versus Slip Relation-ship Cracking Response of Tension Members[J].ACI Journal,Proceedings,1981,78(3):217-224.
