Flexural and Interfacial Behavior of FRP-Strengthened Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Flexural and Interfacial Behavior of FRP-Strengthened Reinforced Concrete Beams

Published:2007-12 Issue:6 Volume:11 Page:629-639
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Baky Hussien Abdel¹²³,Ebead Usama A.¹²³,Neale Kenneth W.¹²³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

2. Assistant Professor, Civil Engineering Dept., College of Engineering, United Arab Emirates Univ., United Arab Emirates; formerly, Research Associate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1 (corresponding author).

3. Canada Research Chair in Advanced Engineered Material Systems, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1.

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%282007%2911%3A6%28629%29

Reference29 articles.

1. Full-Scale Experimental Investigation of Repair of Reinforced Concrete Interstate Bridge Using CFRP Materials

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

3. Aprile A. Manzoni S. Benedetti A. Ascione L. and Feo L. (2006). “Flexural crack pattern on R/C beams strengthened with FRP plates.” Proc. 2nd Int. fib Congress (CD-ROM) Naples Italy Paper ID 10-38.

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