Mechanisms of Shear Resistance of Concrete Beams Strengthened in Shear with Externally Bonded FRP

Author:

Bousselham Abdelhak12,Chaallal Omar12

Affiliation:

1. Research Fellow, Dept. of Construction Engineering, Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame West St., Montreal PQ, Canada H3C 1K3.

2. Professor of Construction Engineering, Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame West St., Montreal PQ, Canada H3C 1K3 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference25 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440 2R-02 ACI Committee 440 Farmington Hills Mich.

2. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318 R-05 and ACI 318 R-05 ACI Committee 318 Farmington Hills Mich.

3. ASTM. (1997). “Standard test methods and definitions for mechanical testing of steel products.” ASTM A370–97a West Conshohocken Pa.

4. Bousselham A. (2005). “Shear strengthening reinforced concrete beams with fiber-reinforced polymer.” Ph.D. thesis Dept. of Construction Engineering École de Technologie Supérieure Univ. du Québec Montreal (in French).

5. Shear strengthening reinforced concrete beams with fiber-reinforced polymer: Assessment of influencing parameters and required research;Bousselham A.;ACI Struct. J.,2004

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