Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets-Reference-Cited by-同舟云学术

Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets

Published:2011-02 Issue:1 Volume:15 Page:42-51
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Hammoud Rania¹²³,Soudki Khaled¹²³,Topper Timothy H.¹²³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, ON, Canada.

2. Professor and Canada Research Chair, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, ON, Canada (corresponding author).

3. Distinguished Professor Emeritus, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo, ON, Canada.

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.1943-5614.0000144

Reference26 articles.

1. CORROSION FATIGUE OF AN HSLA STEEL

2. Al-Hammoud R. (2006). “Fatigue flexural behaviour of corroded reinforced concrete beams repaired with CFRP sheets.” MS thesis Univ. of Waterloo Waterloo Ont.

3. American Concrete Institute (ACI). (1974). “Considerations for design of concrete structures subjected to fatigue loading.” ACI 215 Farmington Hills Mich.

4. American Concrete Institute (ACI). (1996). “State of the art report on fiber reinforced plastic (FRP) reinforcement for concrete structures.” ACI 440 Farmington Hills Mich.

5. American Concrete Institute (ACI). (2001). “Protection of metals in concrete against corrosion.” ACI 222 Farmington Hills Mich.

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