Behavior of Reinforced Concrete Beams Strengthened in Shear Using L-Shaped CFRP Plates: Experimental Investigation-Reference-Cited by-同舟云学术

Behavior of Reinforced Concrete Beams Strengthened in Shear Using L-Shaped CFRP Plates: Experimental Investigation

Published:2014-04 Issue:2 Volume:18 Page:04013033
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mofidi Amir¹,Thivierge Sébastien²,Chaallal Omar³,Shao Yixin⁴

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke West, Montreal, QC, Canada H3A 0C3.

2. Master of Science Graduate, Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame West, Montreal, QC, Canada H3C 1K3.

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

4. Associate Professor, Dept. of Civil Engineering and Applied Science, McGill Univ., Sherbrooke West, QC, Canada H3A 0C3.

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.1943-5614.0000398

Reference19 articles.

1. Chen J. and Robertson I. (2004). “Test of cracked prestressed concrete T-beam retrofitted for shear using CFRP L-shaped plates.” Univ. of Hawaii Research Rep. UHM/CEE/04-06 Univ. of Hawaii Manoa HI.

2. Shear capacity of FRP-strengthened RC beams: FRP debonding

3. Nachträgliche schubverstärkung mit CFK-Winkeln;Czaderski C.;Schweiz. Ing. Archit. (SI + A),1998

4. Fatigue behaviour of CFRP L-shaped plates for shear strengthening of RC T-beams

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