Behavior of Concrete Beams Strengthened in Shear with Carbon-Fiber Sheets
Author:
Affiliation:
1. Project Manager, Encotech Engineering Consultants, Inc., Austin, TX 78759.
2. Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., Saitama 338-8570, Japan.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282004%298%3A3%28258%29
Reference13 articles.
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2. American Concrete Institute (ACI) Committee 440. (1996). “State-of-the-art report on fiber-reinforced plastics (FRP) reinforcement for concrete structures.” ACI 440R-96 Farmington Hills Mich.
3. Shear Strengthening of RC Beams by Externally Bonded Side CFRP Strips
4. Shear strengthening of reinforced concrete beams using externally applied composite fabrics.;Chajes M. J.;ACI Struct. J.,1995
5. International Federation for Structural Concrete (fib) (2001). “Externally bonded FRP reinforcement for RC structures.” Tech. Rep. Bull. 14 59–66.
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