Contribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members

Author:

Khalifa Ahmed,Gold William J.,Nanni Antonio,M.I. Abdel Aziz

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. Araki N. Matsuzaki Y. Nakano K. Kataoka T. and Fukuyama H. (1997). “Shear capacity of retrofitted RC members with continuous fiber sheets.” Non-Metallic (FRP) Reinforcement for Concrete Struct. Proc. 3rd Symp. Vol. 1 Japan 515–522.

2. “Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95).” (1995). ACI Committee 318 American Concrete Institute Detroit Mich.

3. Funakawa I. Shimono K. Watanabe T. Asada S. and Ushijima S. (1997). “Experimental study on shear strengthening with continuous fiber reinforcement sheet and methyl methacrylate resin.” Non-Metallic (FRP) Reinforcement for Concrete Struct. Proc. 3rd Symp. Vol. 1 Japan 475–482.

4. Horiguchi T. and Saeki N. (1997). “Effect of test methods and quality of concrete on bond strength of CFRP sheet ” Non-Metallic (FRP) Reinforcement for Concrete Struct. Proc. 3rd Symp. Vol. 1 Japan 265–270.

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