Maximum Shear Strength of RC Beams Retrofitted in Shear with FRP Composites-Reference-Cited by-同舟云学术

Maximum Shear Strength of RC Beams Retrofitted in Shear with FRP Composites

Published:2009-08 Issue:4 Volume:13 Page:302-314
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

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, Dept. of Construction Engineering, Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame West Street, 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282009%2913%3A4%28302%29

Reference32 articles.

1. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete.” ACI 318-99 Committee 318 ACI Farmington Hills Mich.

2. 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.

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

4. The shear strength of reinforced concrete members;ASCE-ACI Task Committee 426;ASCE J. Struct. Div.,1973

5. Behavior of RC T-beams strengthened in shear with CFRP: An experimental study;Bousselham A.;ACI Struct. J.,2006

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