Flexural Response of Reinforced Concrete Beams Strengthened with End-Anchored Partially Bonded Carbon Fiber-Reinforced Polymer Strips-Reference-Cited by-同舟云学术

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

Published:2005-04 Issue:2 Volume:9 Page:170-177
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Chahrour Ali¹²,Soudki Khaled¹²

Affiliation:

1. Research Assistant Professor, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.

2. Associate Professor, Canada Research Chair in Innovative Repair of Structures, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.

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%282005%299%3A2%28170%29

Reference26 articles.

1. RC Beams Strengthened with FRP Plates. II: Analysis and Parametric Study

2. RC Beams Strengthened with FRP Plates. II: Analysis and Parametric Study

3. Experimental investigation of RC beams strengthened with externally-bonded CFRP strips.;Chaallal O.;Proc., CSCE Annual Conf., Canadian Society for Civil Engineering,1997

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