Strengthening RC Beams in Flexure Using New Hybrid FRP Sheet/Ductile Anchor System-Reference-Cited by-同舟云学术

Strengthening RC Beams in Flexure Using New Hybrid FRP Sheet/Ductile Anchor System

Published:2009-06 Issue:3 Volume:13 Page:217-225
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Galal Khaled¹²,Mofidi Amir¹²

Affiliation:

1. Associate Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montréal, Québec, Canada H3G 1M8.

2. MASc Graduate Student, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montréal, Québec, Canada H3G 1M8.

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.1943-5614.0000006

Reference26 articles.

1. ACI. (2002). “Design and construction of externally bonded FRP systems for strengthening concrete structures.” 440.2R-02 ACI Committee 440 American Concrete Institute Farmington Hills Mich.

2. Strength and ductility of reinforced concrete beams externally reinforced with carbon fibre fabric;Bencardino F.;ACI Struct. J.,2002

3. Blaschko M. and Zilch K. (1999). “Rehabilitation of concrete structures with strips glued into slits.” Proc. 12th Int. Conf. on Composite Materials (CD-ROM).

4. Borowicz D. T. (2002). “Rapid strengthening of concrete beams with powder-actuated fastening systems and fiber reinforced polymer (FRP) composite materials.” MS thesis Dept. of Civil Engineering Univ. of Wisconsin-Madison Madison Wis.

5. Canadian Highway Bridge Design Code. (2006). CAN/CSA-S6–06 Canadian Standards Association Mississauga Canada.

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