Embedded Through-Section FRP Rod Method for Shear Strengthening of RC Beams: Performance and Comparison with Existing Techniques

Author:

Chaallal O.1233,Mofidi A.1233,Benmokrane B.1233,Neale K.1233

Affiliation:

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

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

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

Reference18 articles.

1. Shear repair for reinforced concrete by fiberglass plate bonding;Al-Sulaimani G. J.;ACI Struct. J.,1994

2. American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” Rep. No. 440 3R-04 Farmington Hills MI.

3. 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.

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

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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