纵肋与横隔板新型构造细节疲劳性能研究

袁庆华; 郑春晓; 谢浩; 高润坤

doi:10.13204/j.gyjzG20060803

纵肋与横隔板新型构造细节疲劳性能研究

doi: 10.13204/j.gyjzG20060803

1. 宜昌市住房和城乡建设局, 湖北宜昌 443000;
2. 中交第二航务工程局有限公司, 武汉 430040;
3. 中建三局城市投资运营有限公司, 湖北宜昌 443000;
4. 宜昌市城市桥梁建设投资有限公司, 湖北宜昌 443000

基金项目:

湖北省建设科技计划项目(2019-7-21)。

详细信息

作者简介:
袁庆华,男,1969年出生,高级工程师。电子信箱:76193901@qq.com

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- 被引次数: 0
出版历程
- 收稿日期: 2020-06-08

Research on the Fatigue Performance of Novel Rib-to-Diaphragm Joints

1. Yichang Housing and Urban-Rural Development Bureau, Yichang 443000, China;
2. CCCC Second Harbour Engineering Co., Ltd., Wuhan 430040, China;
3. China Construction Third Engineering Bureau Urban Investment Operation Co., Ltd., Yichang 443000, China;
4. Yichang City Bridge Construction Investment Co., Ltd., Yichang 443000, China

摘要

摘要: 为提升纵肋与横隔板构造细节的疲劳性能,将横隔板在一定区域范围内与纵肋底板进行焊接连接,加强两者的协同受力,进而改善其疲劳性能,在此基础上发展了两种纵肋与横隔板新型构造细节并对其疲劳性能进行系统研究。结果表明:在纵向移动荷载作用下,纵肋与横隔板普通开孔构造细节的主导疲劳开裂模式为纵肋腹板围焊焊趾开裂并沿纵肋腹板扩展且以承受拉-拉循环应力为主;两种纵肋与横隔板新型构造细节的主导疲劳开裂模式均以承受压-压循环应力为主,其中以新型构造细节1的受力最为合理,其主导疲劳开裂模式为纵肋底板围焊端部焊趾开裂并沿纵肋底板扩展,相较于纵肋与横隔板普通开孔构造细节,其应力幅值降低约12.4%,疲劳性能得到有效提升。
- 正交异性钢桥面板 /
- 纵肋与横隔板新型构造细节 /
- 有限元 /
- 疲劳性能 /
- 主导疲劳开裂模式
Abstract: In order to improve the fatigue performance of rib-to-diaphragm joint, two types of novel rib-to-diaphragm joints in OSD were proposed. For the novel welded joints, the floor of rib and diaphragm are connected by welding to enhance the cooperative working performance. The rib-to-diaphragm joints were taken as the research object, and its fatigue performance were studied systematically. The results indicate that the predominant crack pattern of the conventional rib-to-diaphragm joint is cracking initiated from the rib toe that propagated through the web plane of rib, and the stress state of cracking pattern Ⅰ is mainly in the tensile state. The predominant crack pattern of the two novel welded joints are mainly in the compressive state, and the novel welded joint 1 is the most reasonable one among the three types of novel welded joints. The predominant crack pattern of the novel welded joint 1 is cracking initiated from the rib toe that propagated through the floor plane of rib. Compared with the conventional rib-to-diaphragm joint, the stress range of the novel welded joint 1 is reduced by 12.4%, and the fatigue performance is effectively improved.
- orthotropic steel bridge decks /
- novel rib-to-diaphragm joints /
- finite element method /
- fatigue performance /
- predominant crack pattern

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参考文献(15)

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