Analysis of the Flexural Behavior of Partially Bonded FRP Strengthened Concrete Beams-Reference-Cited by-同舟云学术

Analysis of the Flexural Behavior of Partially Bonded FRP Strengthened Concrete Beams

Published:2008-08 Issue:4 Volume:12 Page:375-386
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Choi Han Tae¹²³,West Jeffrey S.¹²³,Soudki Khaled A.¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1. E-mail: htchoi@uwaterloo.ca

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1. E-mail: jswest@uwaterloo.ca

3. Professor and Canada Research Chair, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1. E-mail: soudki@uwaterloo.ca

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%291090-0268%282008%2912%3A4%28375%29

Reference13 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI Committee 440.2R-02 Farmington Hills Mich.

2. Burgoyne C. J. (1993). “Should FRP be bonded to concrete?” Proc. Fiber Reinforced Plastic Reinforcement for Concrete Structures Int. Symp. SP-138 A. Nanni and C. W. Dolan eds. American Concrete Institute 367–380.

3. Canadian Standards Association (CSA). (2004). “Design of concrete structures.” A23.3-04 Rexdale Ontario Canada.

4. Flexural Response of Reinforced Concrete Beams Strengthened with End-Anchored Partially Bonded Carbon Fiber-Reinforced Polymer Strips

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