Durability Performance and Service Life of CFCC Tendons Exposed to Elevated Temperature and Alkaline Environment-Reference-Cited by-同舟云学术

Durability Performance and Service Life of CFCC Tendons Exposed to Elevated Temperature and Alkaline Environment

Published:2016-02 Issue:1 Volume:20 Page:04015043
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Benmokrane Brahim¹,Ali Ahmed H.²,Mohamed Hamdy M.³,Robert Mathieu⁴,ElSafty Adel⁵

Affiliation:

1. 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).

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

3. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1.

4. Assistant Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1.

5. Professor, Civil Engineering, School of Engineering, College of Computing, Engineering, and Construction, UNF, Jacksonville, FL 32224.

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.1943-5614.0000606

Reference58 articles.

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

2. ACI (American Concrete Institute). (2004b). “Prestressing concrete structures with FRP tendons.” 440.4R-04 Farmington Hills MI.

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

4. ACI (American Concrete Institute). (2008). “Specification for carbon and glass fiber-reinforced polymer bar materials for concrete reinforcement.” 440.6M-08 Farmington Hills MI.

5. Water sorption and mechanical properties of a glass-reinforced polyester resin

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