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Lifetime fatigue cracking behavior of weld defects in orthotropic steel bridge decks: Numerical and experimental study

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成果类型:
期刊论文
作者:
Luo, Yuan;Liu, Xiaofan;Cui, Jian;Wang, Honghao;Huang, Lian;...
作者机构:
[Luo, Yuan; Liu, Xiaofan; Zhang, Haiping] College of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, China
[Cui, Jian; Wang, Honghao; Zeng, Weiming] School of Civil Engineering, Changsha University of Science and Technology, Changsha 410114, China
[Huang, Lian] School of Architecture Engineering, Guangxi Minzu Uiniversity, Nanning 530006, China
语种:
英文
期刊:
Engineering Failure Analysis
ISSN:
1350-6307
年:
2025
卷:
167
页码:
108993
基金类别:
CRediT authorship contribution statement Yuan Luo: Writing – review & editing, Supervision, Resources, Project administration, acquisition, Conceptualization. Xiaofan Liu: Visualization, Software, Methodology, Investigation, Formal analysis, Data curation, Conceptualization. Jian Cui: Writing – original draft, Validation, Resources, Conceptualization. Honghao Wang: Visualization, Formal analysis, Data curation. Lian Huang: Visualization, Formal analysis, Data curation. Weiming Zeng: Visualization, Formal analysis, Data
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Orthotropic steel decks (OSDs) are welded structures prone to weld defects, increasing the risk of fatigue fracture. It is crucial to clarify the fatigue evolution mechanism of weld defects throughout the entire lifecycle. In this study, the fatigue propagation behavior of weld defects is investigated from the hidden stage to final fracture. Firstly, a full-scale segmental OSD model with prefabricated defects was utilized to investigated fatigue propagation behavior of surface cracks. Secondly, stress intensity factors (SIFs) of welding defects throughout the entire process were simulated usin...

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