Fatigue Enhancement of Welded Details in Steel Bridges Using CFRP Overlay Elements-Reference-Cited by-同舟云学术

Fatigue Enhancement of Welded Details in Steel Bridges Using CFRP Overlay Elements

Published:2012-04 Issue:2 Volume:16 Page:138-149
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kaan Benjamin N.¹,Alemdar Fatih²,Bennett Caroline R.³,Matamoros Adolfo⁴,Barrett-Gonzalez Ron⁵,Rolfe Stan⁶

Affiliation:

1. Project Engineer, Thornton Tomasetti, 912 Broadway, Suite 100, KS City, MO 64105.

2. Graduate Research Assistant, Univ. of Kansas, 1530 W. 15th St., Lawrence KS 66045.

3. Assistant Professor, Univ. of Kansas, 1530 W. 15th St., Lawrence KS 66045 (corresponding author).,

4. Associate Professor, Univ. of Kansas, 1530 W. 15th St., Lawrence KS 66045.

5. Associate Professor, Univ. of Kansas, 1530 W. 15th St., Lawrence KS, 66045.

6. A.P. Learned Professor, Univ. of Kansas, 1530 W. 15th St., Lawrence KS, 66045.

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.1943-5614.0000249

Reference25 articles.

1. Alemdar F. Kaan B. Bennett C. Matamoros A. Barrett-Gonzalez R. and Rolfe S. (2009). “Parameters affecting behavior of CFRP overlay elements as retrofit measure for fatigue vulnerable steel bridge girders.” Proceedings of Second International Conference on Fatigue and Fracture in the Infrastructure Philadelphia July 26–29 2009.

2. Alemdar F. (2010). “Use of composite materials to repair steel structures vulnerable to fatigue damage.” Thesis presented to the Univ. of Kansas Lawrence in partial fulfillment of the requirements of an M.S. in Civil Engineering.

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