期刊文献+

虚拟变形法的试验验证 被引量:1

Experimental Verification of Virtual Distortion Method Decolorizing and Reuse
下载PDF
导出
摘要 利用有限元理论阐述并试验验证虚拟变形法(VDM)在结构损伤识别中的运用。VDM方法是一种结构快速重分析方法,利用虚拟变形模拟结构损伤,可快速计算给定损伤下损伤结构的响应。以桁架结构为例,损伤只考虑单元刚度的折减,首先讨论了静态VDM方法,继而拓展到动态分析,根据损伤、单元实际变形和单元虚拟变形间的关系可以判断损伤类型和识别损伤大小,最后通过一个桁架结构的数值计算和悬臂梁的试验,分别验证了静态VDM方法和动态VDM方法。 Virtual Distortion Method (VDM) is addressed utilizing the finite element theory for structural damage identification and further verified experimentally. It is a fast structural reanaly- sis method, in which virtual distortion is introduced to simulate the structural damage, such that the responses of the damaged structure for given damage can be estimated quickly. In this pa- per, a truss is taken as an example to illustrate the VDM theory, where damages are considered only in the form of the stiffness reduction. The VDM in static analysis is discussed, and then it is extended to dynamic analysis. Both the type and size of the damages can be identified via the relations among the damages, element actual distortions and the virtual distortions. A numerical simulation of a truss and an experiment of a damaged cantilever beam are used to respectively verify the VDM in static and dynamic analysis.
出处 《大连民族学院学报》 CAS 2012年第1期53-55,62,共4页 Journal of Dalian Nationalities University
基金 国家自然科学基金资助项目(51108066) 中央高校基本科研业务费专项资金资助项目(DC10020120 DC10040116) 大连民族学院博士科研启动基金资助项目(20116207)
关键词 结构健康监测 结构重分析 损伤识别 虚拟变形法(VDM) structural health monitoring structural reanalysis damage identification VirtualDistortion Method
  • 相关文献

参考文献6

  • 1AKGUN M, GARCELON J, HAFTKA R. Fast exact linear and nonlinear structural reanalysis and the Sherman - Morrison - Woodbury formulas[J]. International Journal for Numerical Methods in Engineering, 2001, 50 (7) :1587 - 1606.
  • 2HOLNICKI - SZULC J . Smart technologies for safety engineering [ M ]. Wiley : Chichester, 2008.
  • 3KOLAKOWSKI P, MUJICA L E, VEHI J. Two approaches to structural damage identification: Model updating vs. soft computing [ J ]. Journal of Intelligent Material Systems and Structures, 2006, 17 ( 1 ) : 63 - 79.
  • 4JANKOWSKI L. Off - line identification of dynamic loads [ J ]. Structural and Multidisciplinary Optimization, 2009, 37 (6) : 609 - 623.
  • 5HOLNICKI- SZULC J, KOLAKOWSKI P, NASHER N. Leakage detection in water networks [ J ]. J. Intell. Mater. Syst. Struct. , 2005, 16(3): 207-219 .
  • 6KOKOT M, HOLNICKI -SZULC J. Health monitoring of electric circuits[ J ]. Key Engineering Materials, 2005, 293 - 294 : 669 - 676.

同被引文献9

  • 1余岭,万祖勇,朱宏平,徐德毅.基于POS算法的结构模型修正与损伤检测[J].振动与冲击,2006,25(5):37-39. 被引量:14
  • 2JANKOWSKI L. Off - line identification of dynamic loads [ J ]. Structural and Muhidisciplinary Optimiza- tion. 2009, 37 (6) : 609 - 623.
  • 3KLINIKOV M, FRITZEN C. P. An updated comparison of the force reconstruction methods [ J ]. Key Engineer- ing Materials, 2007, 347:461 -466.
  • 4ZHU X Q, LAW S S, Damage detection in simply sup- ported concrete bridge structure under moving vehicular loads [ J ]. Journal of Vibration and Acoustics, 2007, 129(1) : 58 -65.
  • 5SOHN H, FARRAR C R. Damage diagnosis using time series analysis of vibration signals [ J ]. Smart materials and structure,2001 (10) : 446 -451.
  • 6ZHU X Q, LAW S S, Damage detection in simply sup- ported concrete bridge structure under moving vehicular loads [ J ]. Journal of Vibration and Acoustics, 2007, 129(1) : 58-65.
  • 7ZHANG K, LI H, DUAN Z, etd. A probabilistic dam- age identification approach for structures with uncertain- ties under unknown input [ J ]. Mechanical Systems and Signal Processing, 2011, 25(4) : 1126 - 1145.
  • 8张青霞,段忠东,Lukasz Jankowski.结构损伤与荷载共同识别的研究[J].工程力学,2012,29(12):316-321. 被引量:4
  • 9智浩,文祥荣,缪龙秀,林家浩.动态载荷的频域识别方法[J].北方交通大学学报,2000,24(4):5-10. 被引量:33

引证文献1

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