Fatigue assessment of U-rib full penetration welded joints based on local methods-Reference-Cited by-同舟云学术

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Fatigue assessment of U-rib full penetration welded joints based on local methods

Published:2023-01 Issue: Volume:200 Page:107684
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wang Kainan,Jie Zhiyu,Liang Shidong,Zhuge Ping

Funder

Natural Science Foundation of Ningbo

National Natural Science Foundation of China

Ningbo University

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. Progress of research on fatigue of orthotropic anisotropic steel bridge panels;Zhang;China J. Highw. Transp.,2017

2. Fatigue performance test of orthotropic anisotropic steel bridge deck U-rib and panel internal welding connection;You;J. China Foreign Highw.,2018

3. Fatigue reliability assessment of light-weighted steel-UHPC composite bridge deck;Deng;J. Central South Univ. (Sci Tech),2018

4. Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge u-ribs;Heng;J. Bridg. Eng.,2017

5. Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks;Xiao;Int. J. Fatigue,2008

Cited by 6 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. A modified physics-informed neural network to fatigue life prediction of deck-rib double-side welded joints;International Journal of Fatigue;2024-12

2. Critical distance-based fatigue evaluation of welded joints in steel bridge under bending loading;Engineering Failure Analysis;2024-08

3. Numerical study of full penetration single- and double-sided U-rib welding in orthotropic bridge decks;Case Studies in Construction Materials;2024-07

4. Residual stress distribution and relaxation in U-rib full penetration welds by ultrasonic impact treatment;Structures;2024-07

5. Research on an innovative structure of an open-ribbed steel–ultra-high performance concrete composite bridge deck;Frontiers of Structural and Civil Engineering;2024-05

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