Shear Behavior of FRP-Reinforced Concrete Deep Beams without Web Reinforcement-Reference-Cited by-同舟云学术

Shear Behavior of FRP-Reinforced Concrete Deep Beams without Web Reinforcement

Published:2013-12 Issue:6 Volume:17 Page:04013015
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Farghaly Ahmed Sabry¹,Benmokrane Brahim²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1; and Associate Professor, Dept. of Civil Engineering, Assiut Univ., Egypt.

2. NSERC Research Chair Professor and Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1 (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%29CC.1943-5614.0000385

Reference27 articles.

1. AASHTO. (2007). AASHTO LRFD bridge design specifications Washington DC.

2. American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Farmington Hills MI.

3. American Concrete Institute (ACI). (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-06 Farmington Hills MI.

4. American Concrete Institute (ACI). (2007). “Report on fiber-reinforced polymer (FRP) reinforcement concrete structures.” ACI 440R-07 Farmington Hills MI.

5. American Concrete Institute (ACI). (2008a). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

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