Uniaxial Tension Behavior of Reinforced Concrete Members Strengthened with Carbon Fiber Sheets-Reference-Cited by-同舟云学术

Uniaxial Tension Behavior of Reinforced Concrete Members Strengthened with Carbon Fiber Sheets

Published:2011-04 Issue:2 Volume:15 Page:215-228
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Farah Khalid¹²,Sato Yasuhiko¹²

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Aswan Faculty of Engineering, South Valley Univ., Aswan, Egypt; formerly, Ph.D. Candidate, Div. of Built Environment, Hokkaido Univ., Sapporo 060-8628, Japan (corresponding author).

2. Associate Professor, Div. of Built Environment, Hokkaido Univ., Sapporo 060-8628, Japan.

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.1943-5614.0000175

Reference22 articles.

1. Constitutive laws of concrete in tension and reinforcing bar stiffened by concrete;Belarbi A.;ACI Struct. J.,1994

2. Fracture analyses using spring networks with random geometry

3. Tension Stiffening of Reinforced Concrete Ties Strengthened with Externally Bonded Fiber-Reinforced Polymer Sheets

4. Farah K. H. (2010). “Analytical investigation on non-linear behavior of RC members strengthened with externally bonded FRP.” Ph.D. thesis Hokkaido Univ. Japan.

5. Farah K. H. and Sato Y. (2009). “Analytical investigation of reinforced concrete members strengthened with FRP sheets in tension.” Proc. 9th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures Sydney Australia.

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