Effects of Rust and Scale of Reinforcing Bars on the Bond Performance of Reinforcement Concrete
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering and Environmental Resources Management, Dahan Institute of Technology, 1, Shuren St., Dahan, Shincheng, Hualien, Taiwan 97145, ROC.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000711
Reference15 articles.
1. Al-Sulaimani G. J. Kaleemullah M. Basunbul I. A. and Rasheeduzzafar. (1990). “Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members.” ACI Struct. J. 87(2) 220–231.
2. ASTM. (1984). “Standard test method for comparing concretes on the basis of the bond developed with reinforcing steel.” ASTM C234 1984 Annual Book of ASTM Standards 04(02) Philadelphia PA 189–195.
3. ASTM. (2007). “Standard test methods and definitions for mechanical testing of steel products.” ASTM A370-07a 2007 Annual Book of ASTM Standards Philadelphia PA 370–394.
4. Auyeung Y. (2001). “Bond properties of corroded reinforcement with and without confinement.” Ph.D. thesis State Univ. of New Jersey Brunswick NJ.
5. Deterioration of concrete due to reinforcement steel corrosion
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