中国安全科学学报 ›› 2018, Vol. 28 ›› Issue (12): 7-13.doi: 10.16265/j.cnki.issn1003-3033.2018.12.002

• 安全系统学 • 上一篇    下一篇

网架结构节点焊缝损伤识别2步法

刘晖 教授, 王钱, 陈世超, 朱胜男   

  1. 武汉理工大学 道路桥梁与结构工程湖北省重点实验室,湖北 武汉 430070
  • 收稿日期:2018-09-25 修回日期:2018-11-15 发布日期:2020-11-25
  • 作者简介:刘 晖 (1972—),女,陕西咸阳人,工学博士,教授,主要从事工程结构防灾减灾与结构风工程方面的研究。E-mail:drliuh@263.net。
  • 基金资助:
    国家自然科学基金资助(51438002,51078301)。

A two-step method for identifying weld damage ofgrid structure connections

LIU Hui, WANG Qian, CHEN Shichao, ZHU Shengnan   

  1. Hubei Key Laboratory of Roadway Bridge and Structure Engineering Wuhan University of Technology, WuhanHubei 430070, China
  • Received:2018-09-25 Revised:2018-11-15 Published:2020-11-25

摘要: 焊接网架结构节点与杆件连接焊缝处易发生损伤和破坏。为保证网架结构在服役期间的安全,基于小波分析和应变模态法,提出识别网架结构节点损伤的2步法。计算结构某节点发生焊缝损伤时的各节点加速度响应,采用小波变换分析各节点高频分量奇异值。依据奇异值幅值判断损伤节点影响范围,划分结构子区域,并在该节点上布置传感器。测量布设传感器节点的加速度响应,采用小波分析法识别结构损伤子区域。在损伤子区域中,采用应变模态分析法进行损伤定位。开展网架结构模型试验,验证该方法的有效性。结果表明:损伤识别2步法能够利用有限加速度传感器测量信息,识别有节点焊缝损伤的结构子区域,并在损伤子区域中定位节点焊缝损伤位置;该方法所需测量信息较少,易于实现较为复杂的网架结构的损伤识别。

关键词: 网架结构, 小波分析, 应变模态, 节点焊缝损伤, 试验验证

Abstract: The grid structural welding connections are prone to damage. In order to ensure the safety of a structure in its service life, a two-step damage identification method was worked out based on wavelet transformation and strain modal methods. In the first step, the acceleration response of every connection was calculated when weld damage occurs at given connection. The singular value of the high-frequency component of the calculated acceleration signal was analyzed by using wavelet transformation method, and then the impacted range by the damaged connection was determined according to the amplitude of singular value, which was used to divide the structural sub-regions. Besides, an accelerometer was placed at the given connection. In the second step, the acceleration responses of these accelerometers were measured and analyzed by using wavelet transformation method to identify the damaged sub-region in the structure. Then, in the identified damaged sub-region, the strain modal analysis method was selected to locate the damaged connection. Finally, the proposed method was verified by the experiment on a gird structural model. The results indicate that the proposed method can be used to identify the sub-region containing damaged welded connection in the structure by using acceleration signals measured from finite accelerometers, and locate the damaged connections in the sub-region, and that the proposed method is feasible to realize damage identification on large complex grid structures because very few sensors are required.

Key words: grid structure, wavelet transform, strain modal method, weld damage, experiment verification

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