Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0-Reference-Cited by-同舟云学术

Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0

Published:2016-12 Issue:6 Volume:20 Page:04016055
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ali Ahmed H.¹,Mohamed Hamdy M.²,Benmokrane Brahim³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1.

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1; Assistant Professor, Helwan Univ., Egypt.

3. Professor of Civil Engineering and Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures and NSERC Chair in FRP Reinforcement for Concrete Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, 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.1943-5614.0000707

Reference49 articles.

1. AASHTO. (2012). AASHTO LRFD bridge design guide specifications Washington DC.

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

3. ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete and commentary.” ACI 318-14 Farmington Hills MI.

4. ACI (American Concrete Institute). (2015). “Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars.” ACI 440.1R-15 Farmington Hills MI.

5. Performance evaluation of glass fiber-reinforced polymer shear reinforcement for concrete beams;Ahmed E. A.;ACI Struct. J.,2010

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