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基于结构柔度矩阵损伤识别的柔度曲率比法 被引量:7

Flexibility Curvature Rate Method in the Damage Identification Based on Structure Flexibility Matrix
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摘要 提出了基于结构柔度矩阵的柔度曲率比法,该方法利用结构损伤前后的柔度矩阵差的主对角元素,计算结构的柔度曲率,并取与利用结构损伤前柔度矩阵主对角元素计算所得的柔度曲率的比值,即柔度曲率比,作为损伤识别指标,进行损伤识别.数值分析结果表明,该方法损伤定位准确,对损伤敏感,所需模态数据阶数少,能识别单个或多个损伤的存在. Flexibility curvature rate method based on structure flexibility matrix is presented, which identificates the damages through the rates which curvatures of principal diagonal elements of flexibility matrix margin after damaging are divided by the ones of flexibility matrix before damaging. The numerical simulation results indicate that the method can locate the damages and sensitive to the damages exactly. Not only simple damage but also multiple ones can be identificated by the methold and only the lower mode parameters are needed.
出处 《长沙电力学院学报(自然科学版)》 2006年第1期85-88,共4页 JOurnal of Changsha University of electric Power:Natural Science
关键词 损伤识别 柔度矩阵 柔度曲率比 模态参数 damage identification flexibility matrix flexibility curvature rates mode parameters
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  • 1Zhao J,Journal of Structural Engineering,1999年,125卷,4期,410页 被引量:1
  • 2Pandey A K, Biswas M, Samman M M.Damage detection from changes in curvature mode shapes[J].J.Sound and Vibration, 1991, 145(2): 321-332. 被引量:1
  • 3Yuen M M F.A numerical study of the eigenparameters of a damaged cantilever[J].J.Sound and Vibration, 1985, 103: 301-310. 被引量:1
  • 4Salawu O S, Williams C.Bridge assessment using forced-vibration testing[J].J.Structural Engineering, 1995, 121(2): 161-173. 被引量:1
  • 5Pandey A K, Biswas M.Damage detection in structures using changes in flexibility[J].J.Sound and Vibration, 1994, 169 (1): 3-17. 被引量:1
  • 6Toksoy T, Aktan A E.Bridge-condition assessment by modal flexibility[J].Experimental Mechanics, 1994, 34: 271-278. 被引量:1
  • 7Denoyer K K, Peterson L D.Method for structural model update using dynamically measured static flexibility matrices[J].AIAA J., 1997, 35(2): 362-368. 被引量:1
  • 8Doebling S W, Peterson L D, Alvin K F.Estimation of reciprocal residual flexibility from experimental modal data[J].AIAA J., 1996, 34(8): 1678-1685. 被引量:1
  • 9郭国会,易伟建.基于模态参数进行连续梁损伤诊断的数值研究[J].振动与冲击,2001,20(1):72-75. 被引量:28

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