Durability and Fatigue of Basalt Fiber-Reinforced Polymer Bars Gripped with Steel Wedge Anchors-Reference-Cited by-同舟云学术

Durability and Fatigue of Basalt Fiber-Reinforced Polymer Bars Gripped with Steel Wedge Anchors

Published:2013-12 Issue:6 Volume:17 Page:04013006
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

El Refai Ahmed¹

Affiliation:

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

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.1943-5614.0000417

Reference33 articles.

1. Adhikari S. (2009). “Mechanical properties and flexural applications of basalt fiber reinforced polymer (BFRP) bars.” M.Sc. thesis Univ. of Akron Akron OH.

2. Al-Mayah A. (2001). “Interfacial behavior of CFRP-metal couples for wedge anchor systems.” Ph.D. thesis Univ. of Waterloo Waterloo ON Canada.

3. American Concrete Institute (ACI) Committee 440. (2004). “Guidelines for prestressing concrete structures with FRP tendons.” ACI 440.4R-04 Farmington Hills MI.

4. 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.

5. An experimental study on the effect of environmental exposures and corrosion on RC columns with FRP composite jackets

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