期刊文献+

基于契贝雪夫多项式曲率模态在结构损伤检测中的应用 被引量:6

Application of curvature mode in damage detection of plate-like structure based on Chebyshev polynomial
下载PDF
导出
摘要 曲率模态在结构损伤检测中具有对结构损伤部位非常敏感的特性,从而曲率模态计算的准确度是影响检测结果的重要因素。传统方法主要是运用中心差分法求解曲率模态,由于中心差分法的计算精度依赖于测点分布的紧密程度,这样就使结构检测结果具有很大的误差。函数按契贝雪夫多项式展开式具有很高的逼近特性。本文运用这种特性提出板类结构损伤检测的曲率模态算法——契贝雪夫多项式逼近算法,构造板类结构振型的契贝雪夫多项式函数,对该函数进行求二阶偏导得到x和y方向的曲率模态,进而求出结构损伤前后的曲率模态差,为结构损伤检测提供可靠的数据,从而达到良好的检测效果。 Curvature mode is very sensitive to the local damage of a structure in damage detection, therefore the accuracy of the curvature mode computation is of significance for the results of damage detections. The traditional method for curvature mode computation is the central difference method, but its accuracy is well known depended on the density of the measurement grid, which may induce a very large error in dynamic damage detection. On the basis of a good approximation of the Chebyshev polynomial, in the present paper the authors defines a Chebyshev polynomial function of the mode shape, the sectond derivatives of which then leads to the corresponding curvature mode. This method provides a reliable data for dynamic damage detection.
机构地区 江苏大学理学院
出处 《振动工程学报》 EI CSCD 北大核心 2006年第4期553-558,共6页 Journal of Vibration Engineering
基金 国家自然科学基金资助项目(1067206850678074)
关键词 曲率模态 损伤检测 契贝雪夫多项式 plate curvature mode dynamic damage detection Chebyshev polynomial
  • 相关文献

参考文献7

  • 1Doebling S W,Farrar C R,Prime M B.A summary review of vibration-based damage identification methods[J].The Shock and Vibration Digest,1998,30(2):91-105.
  • 2Pandey A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shapes[J].Sound and Vibration,1991,145(2):321-332.
  • 3Raghavendrachar M,Akan A E.Flexibility of multireference impact testing for bridge diagnostics[J].Journal of Structural Engineering,American Society of Civil Engineering,1999,125 (4):410-416
  • 4Zhao J,Dewolff J T.Sensitivity study for vibrational parameters used in damage detection[J].Journal of Structural Engineering,American Society of Civil Engineering,1999,125(4):410-416.
  • 5李德葆,陆秋海,秦权.承弯结构的曲率模态分析[J].清华大学学报(自然科学版),2002,42(2):224-227. 被引量:83
  • 6邓焱,严普强.梁及桥梁应变模态与损伤测量的新方法[J].清华大学学报(自然科学版),2000,40(11):123-127. 被引量:67
  • 7Yoon M K,Heider D,Gillespie Jr J W,et al.Local damage detection using the two-dimensional gapped smoothing method[J].Journal of Sound and Vibration,2005,279:119-139.

二级参考文献4

共引文献140

同被引文献24

引证文献6

二级引证文献23

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