Numerical Cracking and Debonding Analysis of RC Beams Reinforced with FRP Sheet-Reference-Cited by-同舟云学术

Numerical Cracking and Debonding Analysis of RC Beams Reinforced with FRP Sheet

Published:2005-12 Issue:6 Volume:9 Page:507-514
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kishi Norimitsu¹²³,Zhang Guangfeng¹²³,Mikami Hiroshi¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering and Architecture, Muroran Institute of Technology, Muroran 050-8585, Japan (corresponding author).

2. Research Associate, Dept. of Civil Engineering and Architecture, Muroran Institute of Technology, Muroran 050-8585, Japan.

3. Senior Researcher, Sumitomo Mitsui Construction Co., Ltd., Nagareyama 270-0132, Japan.

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%3A6%28507%29

Reference16 articles.

1. Brittle failure in FRP plate and sheet bonded beams;Arduini M.;ACI Struct. J.,1997

2. Failure Behavior of Precracked Concrete Beams Retrofitted with FRP

3. Comité Euro-International du Béton-fédération International de la Précontrainte (CEB-FIP) (1993). CEB-FIP model code 1990 design code Thomas Telford Lausanne Switzerland.

4. Bond and force transfer of composite material plates bonded to concrete;Chajes M. J.;ACI Struct. J.,1996

5. DIANA release 7.2. (2000). Division of Engineering Mechanics and Information Technology TNO Building and Construction Research Deflt The Netherlands.

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