Design and Performance of Reinforced Concrete Water Chlorination Tank Totally Reinforced with GFRP Bars: Case Study-Reference-Cited by-同舟云学术

Design and Performance of Reinforced Concrete Water Chlorination Tank Totally Reinforced with GFRP Bars: Case Study

Published:2014-02 Issue:1 Volume:18 Page:05013001
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mohamed Hamdy M.¹,Benmokrane Brahim²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 Université Blvd., Sherbrooke, Quebec, Canada J1K 2R1.

2. NSERC and Canada Research Chair Professor, Innovative Structural FRP Composite Materials for Civil Infrastructure, Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 Université Blvd., 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.1943-5614.0000429

Reference22 articles.

1. American Concrete Institute (ACI). (2001). “Control of cracking in concrete structures.” ACI 224R-01 Farmington Hills MI.

2. American Concrete Institute (ACI) Committee 209. (1997). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209R-92 Farmington Hills MI.

3. American Concrete Institute (ACI) Committee 350. (2001). “Code requirements for environmental engineering concrete structures and commentary.” ACI 350 Farmington Hills MI.

4. American Concrete Institute (ACI) Committee 350. (2006). “Code requirements for environmental engineering concrete structures and commentary.” ACI 350 Farmington Hills MI.

5. American Concrete Institute (ACI) Committee 440. (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-06 Farmington Hills MI.

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