Repairing Distortion-Induced Fatigue Cracks in Steel Bridge Girders Using Angles-with-Plate Retrofit Technique. II: Computer Simulations-Reference-Cited by-同舟云学术

Repairing Distortion-Induced Fatigue Cracks in Steel Bridge Girders Using Angles-with-Plate Retrofit Technique. II: Computer Simulations

Published:2014-05 Issue:5 Volume:140 Page:04014004
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alemdar Fatih¹,Overman Temple²,Matamoros Adolfo³,Bennett Caroline⁴,Rolfe Stan⁵

Affiliation:

1. Assistant Professor, Yildiz Technical Univ., Maslak Campus, 309 34396 Maslak, Istanbul, Turkey.

2. Bridge Engineer, HNTB Corporation, 715 Kirk Dr., Kansas City, MO 64105.

3. 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. 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,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000874

Reference14 articles.

1. ABAQUS 6.8-2 [Computer software]. (2009). Providence RI Simulia.

2. Adams C. (2009). “Finite element study of bridge details susceptible to distortion-induced fatigue.” M.S. thesis Dept. of Civil Engineering Univ. of Kansas Lawrence KS.

3. Use of CFRP Overlays to Strengthen Welded Connections under Fatigue Loading

4. Alemdar F. Nagati D. Matamoros A. Bennett C. and Rolfe S. (2014). “Repairing distortion-induced fatigue cracks in steel bridge girders using angles-with-plate retrofit technique. I: Physical simulations.” J. Bridge Eng. 10.1061/(ASCE)ST.1943-541X.0000876 xxx.

5. Evaluation of fatigue cracking at cross diaphragms of a multigirder steel bridge

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