Effect of crack-closure treatment on fatigue durability of cracked rib-to-deck welded joints in steel bridge decks
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-019-4194-4.pdf
Reference22 articles.
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2. GUO Tong, LI Ai-qun, WANG Hao. Influence of ambient temperature on the fatigue damage of welded bridge decks [J]. International Journal of Fatigue, 2008, 30(6): 1092–1102. DOI: https://doi.org/10.1016/j.ijfatigue.2007.08.004 .
3. KAINUMA S, JEONG Y S, YANG Mu-ye, INOKUCHI S. Welding residual stress in roots between deck plate and U-rib in orthotropic steel decks [J]. Measurement, 2016, 92: 475–482. DOI: https://doi.org/10.1016/j.measurement.2016.06.040 .
4. GE Han-bin, KANG Lan, TSUMURA Y. Extremely low-cycle fatigue tests of thick-walled steel bridge piers [J]. Journal of Bridge Engineering, 2013, 18(9): 858–870. DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000429 .
5. JI Bo-hai, LIU Rong, CHEN Ce, MAENO H, CHEN Xiong-fei. Evaluation on root-deck fatigue of orthotropic steel bridge deck [J]. Journal of Constructional Steel J. Cent. South Univ. (2019) 26: 2554-2568 2568 Research, 2013, 90(5): 174–183. DOI: https://doi.org/10.1016/j.jcsr.2013.07.036 .
Cited by 2 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. Rewelding Residual Stress of Fatigue Crack at U-Rib-to-Deck of an Orthotropic Steel Deck;Buildings;2023-10-04
2. Modified effective notch stress method for fatigue evaluation of rib-deck welds integrating the critical distance approach;Journal of Constructional Steel Research;2022-09
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