[1]吉伯海,蒋斐,王益逊,等.钢桥面板顶板-U肋焊缝多轴疲劳效应评估[J].郑州大学学报(工学版),2020,41(01):25-31.[doi:10.13705/j.issn.1671-6833.2020.01.002]
　Gibb Sea,Jiang Fei,Wang Yixun,et al.Multiaxial Fatigue Evaluation of U -rib to Deck Welded Joint in Steel Bridge Deck[J].Journal of Zhengzhou University (Engineering Science),2020,41(01):25-31.[doi:10.13705/j.issn.1671-6833.2020.01.002]
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钢桥面板顶板-U肋焊缝多轴疲劳效应评估()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
41卷
期数:
2020年01期
页码:
25-31
栏目:
出版日期:
2020-03-10

文章信息/Info

Title:
Multiaxial Fatigue Evaluation of U -rib to Deck Welded Joint in Steel Bridge Deck
作者:
吉伯海; 蒋斐; 王益逊; 傅中秋
河海大学土木与交通学院
Author(s):
Gibb Sea; Jiang Fei; Wang Yixun; Fu Zhongqiu
School of Civil Engineering and Transportation, Hohai University
关键词:
多轴疲劳正交异性钢桥面板绝对值最大主应力顶板⁃Ｕ肋焊缝
Keywords:
multiaxial fatigue; Orthotropic steel bridge decks; Absolute maximum principal stress; Top plate-U rib weld
DOI:
10.13705/j.issn.1671-6833.2020.01.002
文献标志码:
A
摘要:
为了评估顶板⁃U肋焊缝多轴疲劳效应，定义了主要应力分量为坐标轴向幅值最大的正应力。 基于弹性力学对比了单、多轴疲劳应力，提出了采用绝对值最大的主应力与主要应力分量的偏差值 δ 作 为多轴疲劳评判依据。 建立了钢桥面板节段模型和顶板⁃Ｕ 肋细节子模型，对细节处多轴疲劳变形和应 力状态进行了评估。 为了定量单、多轴疲劳寿命评估的差异，定义了疲劳寿命比R,理论推导得Ｒ⁃δ 关 系， 并通过试验和有限元分析加以验证。 研究结果表明：单轴荷载下绝对值最大的主应力等于主要应 力分量，多轴荷载下两类应力存在偏差，偏差越大，多轴疲劳效应越显著；对于顶板⁃U肋焊缝，多轴疲劳 效应随荷载中心线偏离焊缝位置越发显著，横隔板处顶板⁃U肋焊缝的多轴应力状态更为明显R与 δ３成正比,该关系为在单轴疲劳评估的基础上进行多轴疲劳寿命评估提供参考。
Abstract:
To evaluate the multiaxial fatigue of U-rib to deck welded joint, the main stress component was defined as the normal stress with maximum amplitude along coordinate axes. The stress state under uniaxial and multiaxial fatigue was compared based on elastic mechanics, and the deviation between the maximum absolute principle stress and the main stress component was proposed as the basis for evaluating the multiaxial fatigue. Then segment model of steel bridge deck and submodel of joint detail were established. The deformation and stress state of welded joint under multiaxial fatigue were evaluated. In order to quantify the difference between uniaxial and multiaxial fatigue life assessment, the fatigue life ratio was defined, and the relationship between and was deduced theoretically, which was verified by experiment and finite element analysis. The result shows that when it’s under uniaxial load, the maximum absolute principal stress is equal to the main stress component. There is a deviation between the two kinds of stresses under multiaxial load and the greater the deviation, the more significant the multiaxial fatigue effect is. The effect of multiaxial fatigue becomes more significant when the load center deviates from the weld position, and the multiaxial stress state of welded joint located at the diaphragm is more obvious. is proportional to , which provides a reference for multiaxial fatigue life assessment based on uniaxial fatigue assessment
更新日期/Last Update: 2020-02-22