Bond Behavior of Corroded Steel Reinforcement in Concrete Wrapped with Carbon Fiber Reinforced Polymer Sheets
Author:
Affiliation:
1. Canada Research Chair Professor, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.
2. Research Assistant, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.
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%290899-1561%282003%2915%3A4%28358%29
Reference12 articles.
1. Effect of reinforcement corrosion on bond strength
2. Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members.;Al-Sulaimani G. J.;ACI Struct. J.,1990
3. American Concrete Institute (ACI). (1996a). “Corrosion of metals in concrete ” ACI 222R-96 Committee 222 Detroit.
4. American Concrete Institute (ACI). (1996b). “State of the art report on fiber reinforced plastic reinforcement for concrete structures ” ACI 440R-96 Committee 440 Detroit.
5. Debaiky A. Green M. and Hope B. (2001). “Corrosion evaluation in CFRP wrapped RC cylinders.” Structural Faults and Repair Conf .
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