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

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

Published:2014-05 Issue:5 Volume:140 Page:04014003
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alemdar Fatih¹,Nagati Daniel²,Matamoros Adolfo³,Bennett Caroline⁴,Rolfe Stan⁵

Affiliation:

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

2. Assistant Civil/Structural Engineer, Black and Veatch Corporation, 11401 Lamar Ave., Overland Park, KS 66211.

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.0000876

Reference12 articles.

1. Alemdar F. Overman T. Matamoros A. Bennett C. and Rolfe S. (2014). “Repairing distortion-induced fatigue cracks in steel bridge girders using angles-with-plate retrofit technique. II: Computer simulations.” J. Struct. Eng. 10.1061/(ASCE)ST.1943-541X.0000874 04014004.

2. ASTM. (2009). “Standard test methods for tension testing of metallic materials.” E8/E8M West Conshohoken PA.

3. Laboratory Tests of Bolted Diaphragm-Girder Connections

4. Fisher J. Jin J. Wagner D. and Yen B. (1990). “Distortion-induced fatigue cracking in steel bridges.” NCHRP Rep. 336 Transportation Research Board Washington DC.

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Fatigue analysis and strengthening measure for longitudinal steel truss diaphragms in a cable-stayed bridge;Advances in Structural Engineering;2024-06-11

2. Reinforcement Effect of Steel Plates After Cracking on Both Sides of Diaphragm-to-Rib Welded Joint in Orthotropic Steel Decks;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-03-12

3. Distortion-induced fatigue behavior of vertical stiffener web gaps in steel girder bridges;Thin-Walled Structures;2022-11

4. Service performance evaluation of long-span cable-stayed bridge based on health monitoring data;Journal of Vibroengineering;2022-06-30

5. Development of a Distortion-Induced Fatigue Crack Characterization Methodology Using Digital Image Correlation;Journal of Bridge Engineering;2020-09