Effect of Concrete Substrate Repair Methods for Beams Aged by Accelerated Corrosion and Strengthened with CFRP-Reference-Cited by-同舟云学术

Effect of Concrete Substrate Repair Methods for Beams Aged by Accelerated Corrosion and Strengthened with CFRP

Published:2011-04 Issue:2 Volume:24 Page:227-239
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Ray Indrajit¹²³⁴,Parish George C.¹²³⁴,Davalos Julio F.¹²³⁴,Chen An¹²³⁴

Affiliation:

1. Research Associate Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506-6103.

2. Structural Engineer, Dewberry-Goodkind, Inc., Carlisle, PA 17013; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, West Virginia Univ.

3. Benedum Distinguished Teaching Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ.

4. Research Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ. (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0000030

Reference56 articles.

1. Aidoo J. (2004). “Flexural retrofit of reinforced concrete bridge girders using three CFRP systems.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of South Carolina Columbia SC.

2. American Concrete Institute (ACI). (2008a). “Building code requirements for structural concrete and commentary.” ACI 318 Farmington Hills MI.

3. American Concrete Institute (ACI). (2008b). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440 Farmington Hills MI.

4. Cover cracking as a function of bar corrosion: Part I-Experimental test

5. ASTM. (2009). “Standard test method for flexural strength of concrete.” C78-09 West Conshohocken PA.

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