Experimental Tests and Design Model for RC Beams Strengthened in Shear Using the Embedded Through-Section FRP Method-Reference-Cited by-同舟云学术

Experimental Tests and Design Model for RC Beams Strengthened in Shear Using the Embedded Through-Section FRP Method

Published:2012-10 Issue:5 Volume:16 Page:540-550
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mofidi Amir¹,Chaallal Omar²,Benmokrane Brahim³,Neale Kenneth³

Affiliation:

1. Ph.D. Candidate, Dept. of Construction Engineering, Univ. of Quebec, École de Technologie Supérieure, Montreal, QC, Canada H3C 1K3.

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

3. Professor of Structural Engineering, Dept. of Civil Engineering, Sherbrooke Univ., Quebec, Canada.

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%29CC.1943-5614.0000292

Reference23 articles.

1. American Concrete Institute (ACI). (2007). “State of the art report on FRP for concrete structures.” Rep. No. 440 R-07 Farmington Hills MI.

2. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Rep. No. 440 2R-08 Farmington Hills MI.

3. Near surface mounted CFRP laminates for shear strengthening of concrete beams

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

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

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