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Review article

https://doi.org/10.14256/JCE.4193.2024

Review of the influential weld details on fatigue failure of OSD in RD joints

Yue Chen
Xilai Pan
Peiwen Shen
Qiu he Li
Yibao Zhang


Full text: croatian pdf 1.669 Kb

page 471-484

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Full text: english pdf 1.632 Kb

page 471-484

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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

Hrčak ID:

333421

URI

https://hrcak.srce.hr/333421

Publication date:

23.6.2025.

Article data in other languages: croatian

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