Behavior of Concrete Beams Strengthened in Shear with Carbon-Fiber Sheets

Author:

Adhikary Bimal Babu1,Mutsuyoshi Hiroshi2

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

Reference13 articles.

1. Shear repair for reinforced concrete by fiberglass plate bonding.;Al-Sulaimani G. J.;ACI Struct. J.,1994

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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