Prediction Models for Debonding Failure Loads of Carbon Fiber Reinforced Polymer Retrofitted Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Prediction Models for Debonding Failure Loads of Carbon Fiber Reinforced Polymer Retrofitted Reinforced Concrete Beams

Published:2006-02 Issue:1 Volume:10 Page:48-59
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pham Huy Binh¹²,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%282006%2910%3A1%2848%29

Reference45 articles.

1. Ahmed O. and Van Gemert D. (1999). “Effect of longitudinal carbon fiber reinforced plastic laminates on shear capacity of reinforced concrete beams.” Proc. 4th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures 933–943.

2. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

3. Blaschko M. (1997). “Strengthening with CFRP.” Munchner Massivbau Seminar TU Muchen (in German).

4. Externally bonded fiber-reinforced polymer for rehabilitation of corrosion damaged concrete beams;Bonacci J. F.;ACI Struct. J.,2000

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