Evaluating and Proposing Models of Predicting IC Debonding Failure-Reference-Cited by-同舟云学术

Evaluating and Proposing Models of Predicting IC Debonding Failure

Published:2008-06 Issue:3 Volume:12 Page:284-299
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Said Hemdan¹²,Wu Zhishen¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Urban and Civil Engineering, Ibaraki Univ., 4-12-1 Nakanarusawa-cho, Hitachi 316-8511, Japan.

2. Professor, Dept. of Urban and Civil Engineering, Ibaraki Univ., 4-12-1 Nakanarusawa-cho, Hitachi 316-8511, Japan (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%291090-0268%282008%2912%3A3%28284%29

Reference51 articles.

1. American Concrete Institute (ACI). (1989). “Building code requirements for reinforced concrete.” ACI 318-89 Detroit.

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” SCI 440.2R-02 ACI Committee 440.

3. Beber A. J. Campos Filho A. and Campagnolo J. L. (1999). “Flexural strengthening of R/C beams with CFRP sheets.” Proc. 8th Int. Structural Faults and Repair Conf. London.

4. Benjamin Z. R. (2005). “Effect of adhesive stiffness and CFRP geometry on the behavior of externally retrofit measures subject to monotonic loads.” MS thesis Pittsburgh Univ. Pittsburgh.

5. Externally bonded fiber-reinforced polymer for rehabilitation of corrosion damaged concrete beams;Bonacci J. J.;ACI Struct. J.,2000

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