Torsional Capacity of CFRP Strengthened Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Torsional Capacity of CFRP Strengthened Reinforced Concrete Beams

Published:2007-02 Issue:1 Volume:11 Page:71-80
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hii Adrian K. Y.¹²,Al-Mahaidi Riadh¹²

Affiliation:

1. Research Student, Dept. of Civil Engineering, Monash Univ., Victoria 3800, Australia.

2. Head of Structures Group, Dept. of Civil Engineering, Monash Univ., Victoria 3800, Australia.

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%3A1%2871%29

Reference18 articles.

1. Ameli M. Ronagh H. R. and Dux P. F. (2004). “Experimental Investigations on FRP strengthening of beams in torsion.” FRP Composites in Civil Engineering - CICE 2004 Adelaide Australia Taylor and Francis London 587–592.

2. American Concrete Institute (ACI) Committee 318. (2005). “Building code requirements for structural concrete.” ACI 318-05 American Concrete Institute Detroit.

3. fib Bulletin 14. (2001). “Externally bonded FRP reinforcement for RC structures.” fib - International Federation for Structural Concrete Lausanne Switzerland.

4. Upgrading Torsional Resistance of Reinforced Concrete Beams Using Fiber-Reinforced Polymer

5. Gosbell T. and Meggs R. (2002). “West Gate bridge approach spans FRP strengthening Melbourne Australia.” IABSE Symposium Melbourne Melbourne IABSE Zurich.

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