Torsional Moment Capacity and Failure Mode Mechanisms of Concrete Beams Reinforced with Carbon FRP Bars and Stirrups-Reference-Cited by-同舟云学术

Torsional Moment Capacity and Failure Mode Mechanisms of Concrete Beams Reinforced with Carbon FRP Bars and Stirrups

Published:2015-04 Issue:2 Volume:19 Page:04014049
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mohamed Hamdy M.¹,Chaallal Omar²,Benmokrane Brahim³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke and Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame West, Montreal, QC, Canada H3C 1K3.

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

3. Professor of Civil Engineering and NSERC Research Chair in FRP Reinforcement for Concrete Infrastructures and Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures in the Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada; and 2500 Université Blvd., 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.1943-5614.0000515

Reference23 articles.

1. Bend Strength of FRP Stirrups: Comparison and Evaluation of Testing Methods

2. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete.” ACI 318 R-11 Farmington Hills MI.

3. American Concrete Institute (ACI). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1 R-06 Farmington Hills MI 44.

4. 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.

5. Canadian Standards Association (CSA). (2004). “Design of concrete structures.” CSA A23.3-04 Rexdale ON Canada.

Cited by 38 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The influence of initial static shear on the torsional performance of BFRP bars-RC beams with different sizes;Engineering Failure Analysis;2024-11

2. Influence of structure size on bending-shear-torsion combined mechanical properties of concrete beams with BFRP bars;Archives of Civil and Mechanical Engineering;2024-09-08

3. Experimental Investigation on Pure Torsion Behavior of Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars;Buildings;2024-08-23

4. Behavior of geometrically-similar Basalt FRP bars-reinforced concrete beams under dynamic torsional loads;International Journal of Damage Mechanics;2024-05-03

5. Torsional strength design method and cost analysis of FRP bars reinforced ECC beams without stirrups;Journal of Reinforced Plastics and Composites;2024-04-01