Bond Durability of Basalt Fiber–Reinforced Polymer Bars Embedded in Concrete under Direct Pullout Conditions-Reference-Cited by-同舟云学术

Bond Durability of Basalt Fiber–Reinforced Polymer Bars Embedded in Concrete under Direct Pullout Conditions

Published:2015-10 Issue:5 Volume:19 Page:04014078
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El Refai Ahmed¹,Abed Farid²,Altalmas Ahmad³

Affiliation:

1. Assistant Professor, Dept. of Civil and Water Engineering, Laval Univ., Québec City, QC, Canada G1V 0A6 (corresponding author).

2. Associate Professor, Civil Engineering Dept., American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

3. M.Sc. Candidate, Civil Engineering Dept., American Univ. of Sharjah, P.O. Box 26666, Sharjah, United Arab Emirates.

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.1943-5614.0000544

Reference30 articles.

1. Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete

2. Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions

3. 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.

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

5. Bond Performances of FRP Rebars-Reinforced Concrete

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