Strengthening RC T-Beams Subjected to Combined Torsion and Shear Using FRP Fabrics: Experimental Study-Reference-Cited by-同舟云学术

Strengthening RC T-Beams Subjected to Combined Torsion and Shear Using FRP Fabrics: Experimental Study

Published:2010-06 Issue:3 Volume:14 Page:301-311
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Deifalla A.¹²,Ghobarah A.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, The Higher Institute of Engineering, El Shorouk Academy, El Shorouk City P.B. 3, Egypt (corresponding author). E-mail: diffalaf@mcmaster.ca

2. Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. E-mail: ghobara@mcmaster.ca

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.1943-5614.0000091

Reference16 articles.

1. Analytical Method for Evaluating Ultimate Torque of FRP Strengthened Reinforced Concrete Beams

2. Behavior of FRP Strengthened Reinforced Concrete Beams under Torsion

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

4. Canadian Standards Association. (2002). “Design and construction of building components with fiber-reinforced polymers.” CSA-S806-02 Rexdale Canada.

5. Analytical model for the torsional behaviour of reinforced concrete beams retrofitted with FRP materials

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