Load-Deflection Analysis of FRP Reinforced Concrete Flexural Members

Author:

Aiello M. A.11,Ombres L.11

Affiliation:

1. Asst. Prof., Dept. of Engrg. Innovation, Univ. of Lecce, Lecce, 73100 Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference18 articles.

1. Aiello M. A. and Ombres L. ( 1997). “Flexural behaviour of FRP reinforced concrete beams under service conditions.” Proc. 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Struct. Japan Concrete Institute Tokyo Vol. 2 455–462.

2. American Concrete Institute (ACI). ( 1996). “State-of-the-art report on fiber reinforced plastic reinforcement for concrete structures.” ACI 440 R-96 Manual of Concrete Practice Farmington Hills Mich.

3. Benmokrane B. Chaallal O. and Masmoudi R. ( 1996). “Flexural response of concrete beams reinforced with GFRP rebars.” ACI Struct. J. 93(1) 181–188.

4. Benmokrane B. Ghao D. and Tighiouart B. ( 1998). “Investigation on the bond of fiber reinforced polymer (FRP) rebars to concrete.” Proc. 2nd Int. Conf. on Compos. in Infrastructure University of Arizona Tucson.

5. Effects of FRP Reinforcement Ratio and Concrete Strength on Flexural Behavior of Concrete Beams

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