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Fatigue assessment of longitudinal rib-to-crossbeam welded joints in orthotropic steel bridge decks

  • Published:2019-08 Issue: Volume:159 Page:53-66
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Huang Yun,Zhang Qinghua,Bao Yi,Bu Yizhi

Funder

National Natural Science Foundation of China

National Science and Technology Support Program of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Renovation Techniques for Fatigue Cracked Orthotropic Steel Bridge Decks;De Jong,2007

2. Lessons from weld cracks in orthotropic decks on three European bridges;Wolchuk;J. Struct. Eng.,1990

3. Fatigue performance of orthotropic steel-concrete composite deck with large-size longitudinal U-shaped ribs;Zhang;Eng. Struct.,2017

4. Fatigue Behaviour of Closed Stiffener to Crossbeam Connections in Orthotropic Steel Bridge Decks;Leendertz,2008

5. Stress characteristics and fatigue crack behaviour of the longitudinal rib-to-cross beam joints in an orthotropic steel deck;Choi;Adv. Struct. Eng.,2008

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