钢桥面横隔板多疲劳裂纹耦合扩展数值模拟
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(1.长沙理工大学 土木与环境工程学院,湖南 长沙 410114;2.湖南工业大学 土木工程学院,湖南 株洲 412000)

作者简介:

通讯作者:

罗怡成(1997—),男,博士研究生,主要从事桥梁可靠性方面的研究工作。E-mail:18374964971@163.com

中图分类号:

U446

基金项目:

国家自然科学基金项目(51908068、52178108)


Numerical simulation of coupling propagation of multiple fatigue cracks in diaphragm of steel bridge deck
Author:
Affiliation:

(1.School of Civil and Environmental Engineering, Changsha University of Scinece & Technology, Changsha 410114, China;2.School of Civil Engineering, Hunan University of Technology, Zhuzhou 412000, China)

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    摘要:

    【目的】在长期运营下,正交异性钢桥面的横隔板弧形开孔处易萌生多条疲劳裂纹,这对桥梁的安全构成了较大威胁,研究这些裂纹的耦合扩展特性能更好地保障桥梁安全。【方法】联合线弹性断裂力学理论和ABAQUS-FRANC3D交互建模技术,建立横隔板弧形开孔部位双疲劳裂纹扩展的数值分析模型,通过对比分析单裂纹和双裂纹的扩展特性,揭示了初始裂纹形态比对耦合扩展效应的影响。【结果】横隔板弧形开孔部位的疲劳裂纹是以I型为主导的复合型裂纹。相较于单疲劳裂纹扩展,双疲劳裂纹在耦合扩展时,其应力强度因子会降低,且扩展区域周边的应力存在相互卸载作用。当初始形态相同的双疲劳裂纹经过一定的荷载循环后,其中一条裂纹的应力强度因子会先增大,然后降低到裂纹扩展阈值以下,此后裂纹扩展形式由多裂纹扩展转变为单裂纹扩展。同时,当改变两条裂纹的初始形态时,其扩展规律及结果保持一致。受双裂纹耦合扩展时应力相互卸载作用的影响,主裂纹的扩展速度大幅减缓。在相同的循环次数下,单裂纹的扩展长度可达双裂纹的2.19倍。【结论】采用ABAQUS-FRANC3D交互建模技术揭示了横隔板弧形开孔部位多疲劳裂纹的耦合扩展规律,其计算效率与精度高,研究成果可为该类疲劳问题的分析提供参考。

    Abstract:

    [Purposes] Multiple fatigue cracks are prone to initiation at the arc-shaped opening of the diaphragm of an orthotropic steel bridge deck under long-term operation, which poses a great threat to the safety of the bridge. Studying the coupling propagation characteristics of these cracks can better ensure the safety of the bridge. [Methods] The numerical model for the propagation of double fatigue cracks at the arc-shaped opening of a diaphragm was established by combining the theory of linear elastic fracture mechanics and ABAQUS-FRANC3D interactive modeling technology. The crack propagation characteristics of single cracks and double cracks were analyzed to reveal the influence of initial crack shape ratio on the coupling propagation effect. [Findings] The fatigue cracks at the arc-shaped opening of the diaphragm are composite cracks dominated by type I. Compared to the propagation of single fatigue cracks, the coupling propagation of double fatigue cracks has a decreased stress intensity factor, and there is a mutual unloading effect of stress around the propagation area. After a certain number of loading cycles of double fatigue cracks with the same initial shape, the stress intensity factor of one of the cracks first increases and then gradually decreases below the crack propagation threshold. Afterward, the crack propagation form transforms from multi-crack propagation to single-crack propagation. The propagation pattern and results remain the same when the initial shape of the two cracks is changed. The propagation of the main crack is greatly slowed down by the mutual unloading effect of stress during the coupling propagation of the double cracks. The propagation length of the single cracks can be up to 2.19 times that of the double cracks for the same number of cycles. [Conclusions] In this study, the coupling propagation law of multiple fatigue cracks at the arc-shaped opening of the diaphragm is revealed by using ABAQUS-FRANC3D interactive modeling technology with high computational efficiency and accuracy. The research results can provide a reference for the analysis of this kind of fatigue problems.

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引用本文

刘扬,罗怡成,鲁乃唯,等.钢桥面横隔板多疲劳裂纹耦合扩展数值模拟[J].交通科学与工程,2025,41(1):88-97.
LIU Yang, LUO Yicheng, LU Naiwei, et al. Numerical simulation of coupling propagation of multiple fatigue cracks in diaphragm of steel bridge deck[J]. Journal of Transport Science and Engineering,2025,41(1):88-97.

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  • 收稿日期:2022-01-04
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  • 在线发布日期: 2025-02-26
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