Shear Strengthening of RC Beams with EB FRP: Influencing Factors and Conceptual Debonding Model-Reference-Cited by-同舟云学术

Shear Strengthening of RC Beams with EB FRP: Influencing Factors and Conceptual Debonding Model

Published:2011-02 Issue:1 Volume:15 Page:62-74
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mofidi Amir¹²,Chaallal Omar¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Construction Engineering, Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame St. West, Montreal, QC, Canada H3C 1K3.

2. Professor of Construction Engineering, Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame St. West, Montreal, QC, Canada H3C 1K3 (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%29CC.1943-5614.0000153

Reference45 articles.

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2. Shear repair for reinforced concrete by fiberglass plate bonding;Al-Sulaimani G. J.;ACI Struct. J.,1994

3. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Rep. No. 440 2R-08 Farmington Hills Mich.

4. Transfer Lengths and Bond Strengths for Composites Bonded to Concrete

5. Blaschko M. Niedermeier R. and Zilch K. (1998). “Bond failure modes of flexural members strengthened with FRP.” Proc. Fiber Composites in Infrastructure 2nd Int. Conf. on Composites in Infrastructure ICCI ’98 Tucson Az. 315–327.

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