Behavior of CFRP Strengthened Reinforced Concrete Beams in Corrosive Environment-Reference-Cited by-同舟云学术

Behavior of CFRP Strengthened Reinforced Concrete Beams in Corrosive Environment

Published:2007-06 Issue:3 Volume:11 Page:291-298
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Soudki Khaled¹²³,El-Salakawy Ehab¹²³,Craig Brent¹²³

Affiliation:

1. Professor, Canada Research Chair, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, Ontario, Canada N2L 3G1.

2. Associate Professor, Canada Research Chair, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Canada R3T 5V6.

3. Structural Engineer, Acres International, 4342 Queen St., Niagara Falls, Ontario, Canada L2E 6W1.

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%3A3%28291%29

Reference19 articles.

1. ACI Committee 318. (2005). “Building code requirements for structural concrete and commentary.” ACI 318-05/318R-05 American Concrete Institute Farmington Hills Mich.

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

3. Control of Corrosion-Induced Damage in Reinforced Concrete Beams Using Carbon Fiber-Reinforced Polymer Laminates

4. Bentur A. Diamond S. and Berke N. S. (1997). “Steel corrosion in concrete.” E & FN Spon London.

5. Broomfield J. E. Rodriguez J. Ortega L. M. and Garcia A. M. (1993). “Corrosion rate measurement and life prediction for reinforced concrete structures.” Proc. Structural Faults and Repair-93 Univ. of Edinburgh Scotland Vol. 2 155–164.

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