Effect of Partial Unbonding on Prestressed Near-Surface-Mounted CFRP-Strengthened Concrete T-Beams-Reference-Cited by-同舟云学术

Effect of Partial Unbonding on Prestressed Near-Surface-Mounted CFRP-Strengthened Concrete T-Beams

Published:2011-02 Issue:1 Volume:15 Page:93-102
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

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

Affiliation:

1. Structural Engineer, Structural Dept., McCormick Rankin Corp., Mississauga, ON, Canada N5K 2P8.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

3. Professor and Canada Research Chair, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (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.1943-5614.0000149

Reference28 articles.

1. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” 440.2R-08 Farmington Hills Mich.

2. Badawi M. (2007). “Monotonic and fatigue flexural behaviour of RC beams strengthened with prestressed NSM CFRP rods.” Ph.D. thesis Univ. of Waterloo Waterloo Ont. Canada.

3. Composites for Construction

4. Behavioral Trends of RC Beams Strengthened with Externally Bonded FRP

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

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