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Fatigue failure and optimization of double-sided weld in orthotropic steel bridge decks

  • Published:2020-10 Issue: Volume:116 Page:104750
  • ISSN:1350-6307
  • Container-title:Engineering Failure Analysis
  • language:en
  • Short-container-title:Engineering Failure Analysis

Author:

Fang Zhao,Ding Youliang,Wei Xiaochen,Li Aiqun,Geng Fangfang

Funder

Scientific Research Foundation of Nanjing Institute of Technology

Distinguished Young Scientists of Jiangsu Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference14 articles.

1. Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge U-ribs;Heng;J. Bridge Eng.,2017

2. Influence of weld parameters on the fatigue life of deck-rib welding details in orthotropic steel decks based on the improved stress integration approach;Cao;Appl. Sci.,2019

3. Fatigue performance of roof and U-rib weld of orthotropic steel bridge deck with different penetration rates;Fu;J. Bridge Eng.,2017

4. Review on fatigue problems of orthotropic steel bridge deck;Zhang;China J. Highway Transp.,2017

5. Recommendations for fatigue design of welded joints and components;Hobbacher,2009

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