Postrepair Fatigue Performance of FRP-Repaired Corroded RC Beams: Experimental and Analytical Investigation-Reference-Cited by-同舟云学术

Postrepair Fatigue Performance of FRP-Repaired Corroded RC Beams: Experimental and Analytical Investigation

Published:2005-10 Issue:5 Volume:9 Page:441-449
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Masoud Sobhy¹²³,Soudki Khaled¹²³,Topper Timothy¹²³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada, L8S 4L7.

2. Associate Professor and Canada Research Chair in Innovative Structural Rehabilitation, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1.

3. Distinguished Professor Emeritus, Univ. of Waterloo, Waterloo, ON, Canada, N2L 3G1.

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%282005%299%3A5%28441%29

Reference9 articles.

1. Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar

2. ASTM. (2002). “Standard practice for preparing cleaning and evaluating corrosion test specimens.” G1-90 West Conshohocken Pa.

3. Fatigue Performance of Concrete Beams Strengthened with CFRP Plates

4. Heffernan P. (1997). “Fatigue behaviour of reinforced concrete beams reinforced with CFRP laminates.” PhD thesis Royal Military College of Canada Ontario Canada.

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