Flexural Behavior of R/C Beams Strengthened with Carbon Fiber Reinforced Polymer Sheets or Fabric-Reference-Cited by-同舟云学术

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Flexural Behavior of R/C Beams Strengthened with Carbon Fiber Reinforced Polymer Sheets or Fabric

Published:2003-11 Issue:4 Volume:7 Page:292-301
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alagusundaramoorthy P.¹,Harik I. E.²,Choo C. C.³

Affiliation:

1. Assistant Professor, Composites Technology Centre, IIT Madras, India 600 036.

2. Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506.

3. Doctoral Student, Kentucky Transportation Center, Univ. of Kentucky, Lexington, KY 40506.

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%282003%297%3A4%28292%29

Reference16 articles.

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

2. ASTM. (1988). “Standard test method for tensile properties of polymer matrix composite materials.” D3039/D3039 M-95a West Conshohocken Pa.

3. Failure Behavior of Precracked Concrete Beams Retrofitted with FRP

4. Chen W. F. and Atsuta T. (1976). Theory of beam-column. Vol. 1: In-plane behavior and design McGraw-Hill New York.

5. Bending Behavior of Concrete Beams Wrapped with Carbon Fabric

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