期刊文献+

一种两阶段结构损伤识别方法研究 被引量:2

A Study on Structural Damage Identification by a Two-stage Method
下载PDF
导出
摘要 采用曲率模态结合模态应变能对结构的损伤位置和损伤程度进行了识别研究。首先采用改进的曲率模态识别出结构损伤的大体位置,然后采用模态应变能方法对损伤位置的单元进行损伤程度识别。在损伤程度识别时考虑了功能强大的BP神经网络方法。最后,为了验证该方法的有效性,采用了一数值模拟案例进行分析。数值模拟结果表明:曲率模态能够有效地识别出结构的损伤位置,模态应变能能够有效地识别出单元的损伤程度。 The paper studies the identification of the structural damage location curvature mode with the modal strain energy. First, the curvature mode is used to structural damage, and then, the modal strain energy method is used to identify and extent identify by combining the general location of the damage extent of damage elements. During the damage extent identification by the modal strain energy, the BP neural network is used. Finally, a numerical simulation of a simply supported beam is used to evaluate the efficiency of the method. The results show that the curvature mode can effectively identify the structural damage location, and the modal strain energy can effectively figure out the damage extent of the damage elements.
作者 肖辉 常军
出处 《苏州科技学院学报(工程技术版)》 CAS 2011年第3期23-27,共5页 Journal of Suzhou University of Science and Technology (Engineering and Technology)
基金 建设部研究开发资助项目(2008-K2-35)
关键词 损伤识别 曲率模态 模态应变能 简支梁 BP神经网络 damage detection curvature model modal strain energy simply supported beam BP neural network
  • 相关文献

参考文献14

二级参考文献92

  • 1史治宇,罗绍湘,张令弥,丁锡洪.由试验模态数据检测结构破损的位置和大小[J].南京航空航天大学学报,1997,29(1):71-78. 被引量:13
  • 2李庆扬 易大义 等.现代数值分析[M].北京:高等教育出版社,1996..
  • 3张启伟.桥梁结构模型修正与损伤识别:博士学位论文[D].上海:同济大学桥梁工程系,1999.
  • 4崔飞.桥梁参数识别与承载力评估:博士学位论文[D].上海:同济大学桥梁工程系,2000.
  • 5姜海波.带边界条件的简文梁、连续梁损伤识别[R].湖南大学博土后出站报告,1999..
  • 6Chang Fu-Kuo. A summary report of the 2nd workshop on structural health monitoring. In: Chang Fu-Kuo, ed. Proceedings of the 3rd International Workshop on Structural Health Monitoring: The Demands and Challenges, Stanford, 2001-09-12-14. xxi~xxiii
  • 7Ewins D J. Modal Testing: Theory and Practice. NewYork:Wiley, 1985
  • 8Farrar Charles R, Jauregui David A. Comparative study of damage identification algorithms applied to a bridge:Ⅰ. experiment. Smart Materials and Structures, 1998, 7:704~719
  • 9Farrar Charles R, Jauregui David A. Comparative study of damage identification algorithms applied to a bridge: Ⅱ.numerical study. Smart Materials and Structures, 1998, 7:720~731
  • 10Gorl Edgar, Link Michael. Identification of damage parameters of a full-scale steel structure damaged by seismic loading. Smart Materials and Structures, 2001, 10:459~465

共引文献397

同被引文献4

引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部