Verifications of Design Equations of Beams Externally Strengthened with FRP Composites-Reference-Cited by-同舟云学术

Verifications of Design Equations of Beams Externally Strengthened with FRP Composites

Published:2006-06 Issue:3 Volume:10 Page:254-264
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Toutanji Houssam¹²³,Zhao Liangying¹²³,Anselm Eugene¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alabama in Huntsville, Huntsville, AL 35899 (corresponding author).

2. Ph.D. Candidate, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alabama in Huntsville, Huntsville, AL 35899.

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alabama in Huntsville, Huntsville, AL 35899.

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%282006%2910%3A3%28254%29

Reference44 articles.

1. American Concrete Institute (ACI). (2000). “Building code requirements for structural concrete.” ACI Standard 318-99 and Commentary Farmington Hills Mich.

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. Ahmed O. and Van Gemert D. (1999a). “Behaviour of RC beams strengthened in bending by CFRP laminates.” Proc. 8th Int. Conf. on Advanced Composites for Concrete Repair London.

4. Ahmed O. and Van Gemert D. (1999b). “Effect of longitudinal carbon fiber reinforced plastic laminates on shear capacity of reinforced concrete beams.” Proc. 4th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures 933–943.

5. Beber A. J. Filho A. C. and Campagnolo J. L. (1999). “Flexural strengthening of R/C beams with CFRP sheets.” Proc. 8th Int. Conf. on Advanced Composites for Concrete Repair London.

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