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Published: Građevinar 77 (2025) 5
Paper type: Scientific paper-Subject review
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Review of the influential weld details on fatigue failure of OSD in RD joints

Yue Chen, XiLai Pan, Peiwen Shen, Qiuhe Li, Yibao Zhang

Abstract

Orthotropic steel bridge decks (OSDs) are commonly used in long-span steel bridges because of their light weight, high load-carrying ability, and ease of construction. The fatigue performance of rib-to-deck (RD) welded joints in OSDs was reported as a key issue in the design of this type of structure. Furthermore, the failure mode at the rib-to-deck welded joint is a key factor affecting fatigue life. This study systematically summarises some of the geometric factors affecting weld-fatigue failure. Some fatigue assessment approaches for rib-to-deck welded-joint details in OSDs are briefly introduced for a deeper understanding and accurate evaluation of their fatigue performance. Several factors have been introduced for fatigue failure modes, among which welding penetration is well-documented to enhance the fatigue strength at the weld root.

Keywords
fatigue failure modes, rib-to-deck joints weld details, weld root failure, fatigue life analysis method.

HOW TO CITE THIS ARTICLE:

Chen, Y., Pan, X., Shen, P., Li, Q., Zhang, Y.: Review of the influential weld details on fatigue failure of OSD in RD joints, GRAĐEVINAR, 77 (2025) 5, pp. 471-484, doi: https://doi.org/10.14256/JCE.4193.2024

OR:

Chen, Y., Pan, X., Shen, P., Li, Q., Zhang, Y. (2025). Review of the influential weld details on fatigue failure of OSD in RD joints, GRAĐEVINAR, 77 (5), 471-484, doi: https://doi.org/10.14256/JCE.4193.2024

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
A1 Yue Chen WEB
Yue Chen
Chongqing Jiaotong University, China
Faculty of Civil Engineering
National Bridge and Tunnel Laboratory
A2 Xilia Pen WEB
XiLai Pan
Chongqing Jiaotong University, China
Faculty of Civil Engineering
National Bridge and Tunnel Laboratory
A3 Shen WEB
Peiwen Shen
Chongqing University of Education, China
A4 HeLi WEB
Qiuhe Li
Chongqing Jiaotong University, China
Faculty of Civil Engineering
National Bridge and Tunnel Laboratory
A5 Zhang WEB
Yibao Zhang
Chongqing Jiaotong University, China
Faculty of Civil Engineering
National Bridge and Tunnel Laboratory