Punching-Shear Strength of Normal and High-Strength Two-Way Concrete Slabs Reinforced with GFRP Bars-Reference-Cited by-同舟云学术

Punching-Shear Strength of Normal and High-Strength Two-Way Concrete Slabs Reinforced with GFRP Bars

Published:2013-12 Issue:6 Volume:17 Page:04013003
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hassan Mohamed¹,Ahmed Ehab²,Benmokrane Brahim³

Affiliation:

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

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, Quebec, Canada J1K 2R1; and Lecturer, Dept. of Civil Engineering, Menoufiya Univ., Egypt.

3. NSERC and Tier-1 Canada Research Chair Professor, 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.1943-5614.0000424

Reference22 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for reinforced concrete and commentary.” ACI 318-05/ACI 318R-08 Detroit.

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

3. Punching shear tests of slabs reinforced with 3-D carbon fiber fabric;Ahmad S. H.;Concr. Int.,1993

4. ASTM. (2011). “Tensile properties of fiber reinforced polymer matrix composite bars.” D7205 West Conshohocken PA.

5. Benmokrane B. Ahmed E. Dulude C. and Boucher E. (2012). “Design construction and monitoring of the first worldwide two-way flat slab parking garage reinforced with GFRP bars.” Proc. 6th Int. Conf. on FRP Composites in Civil Engineering Università di Roma.

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