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基于结构测试的损伤诊断方法研究 被引量:5

Structural damage identification based on structural testing
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摘要 从结构测试的角度论述了结构损伤诊断方法 .该方法以结构测试为基础 ,将测试数据与模型分析结果进行综合分析比较 ,从中得到结构刚度等参数变化的信息 ,实现结构的损伤判别与定位定量分析 .按测试方式的不同可分为基于静力测试的损伤诊断法、基于振动测试的损伤诊断法以及基于振动和静力综合测试的损伤诊断法 .其中基于振动测试的损伤诊断法可进一步分为直接的系统识别方法、损伤指标法和有限元模型修正法 .指出了损伤诊断方法的研究现况及存在问题 ,对今后研究的方向作了展望 . The damage identification method is discussed from the structural testing viewpoint. Applying structural testing as its basis, the method makes a comprehensive comparison between test data and model analytical results, so as to acquire the variation of parameters such as structural stiffness, etc. and detect the damage in structures. According to the differences in the test instrumentality, the method can be classified as: the damage diagnosis method based on static testing; the damage diagnosis method based on vibration testing; and the damage diagnosis method based on both static and vibration testing. The damage diagnosis method based on vibration testing can be further classified as a direct system identification method, a damage index method and a finite element model modification method. The research status and problems of the method are presented. Recommendations for future research are provided.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2003年第5期610-612,共3页 Journal of Southeast University:Natural Science Edition
关键词 损伤诊断 结构测试 静力测试 振动测试 Finite element method Stiffness Testing Vibrations (mechanical)
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参考文献11

  • 1张启伟,范立础.利用动静力测量数据的桥梁结构损伤识别[J].同济大学学报(自然科学版),1998,26(5):528-532. 被引量:48
  • 2崔飞,袁万城,史家钧.基于静态应变及位移测量的结构损伤识别法[J].同济大学学报(自然科学版),2000,28(1):5-8. 被引量:88
  • 3Banan M R, Hjelmstad K D. Parameter estimation of structures from static response, I : computational aspects[J].Journal of Structural Engineering, 1994, 120(11): 3243-3258.
  • 4Banan M R, Hjelmstad K D. Parameter estimation of structures from static response, Ⅱ: numerical simulation studies[J]. Journal of Structural Engineering, 1994, 120(11):3259 - 3283.
  • 5Cawley P, Adams R D. The location of defects in structures from measurement of natural frequencies[J]. Journal of Strain Analysis, 1979, 14(2) : 49- 57.
  • 6Fox C H J. The location of defects in structures: a comparison of the use of natural frequency and mode shape data[A]. In:proceedings of the 10th International Modal Analysis Conference[C]. San Diego, California, 1992. 522-528.
  • 7Pandey A K, Biswas M, Samman M M. Damage detection from changes in curvature mode shapes [ J ]. Journal of Sound Vibration, 1991, 145(2): 321 - 332.
  • 8Farhat C, Hemez F M. Updating finite-element dynamic models using an element-by-element sensitivity methodology[J]. MAAJ, 1993, 31(9): 1702-1711.
  • 9Kaouk M, Zinnnelman D C. Structural damage assessment using a generalized minimum rank perturbation theory[ J ].AIAA J, 1994, 32(4) : 836 - 842.
  • 10Shi Z Y, Law S S, Zhang L M. Structural damage detection from modal strain energy change[ J ] . Journal of Engineering Mechanics, 2000, 126(12): 1216-1223.

二级参考文献4

  • 1[1]Hajela P, Soerio F J. Recent developments in damage detection based on system identification methods[J]. Structural Optimization, 1990(2) :1 - 10.
  • 2[2]Sanayei M, Saletnik M J. Parameter estimation of structure from static strain measurements I: Foruulation[J]. Journal of Structural Engineering, 1996,122(5): 555-562.
  • 3[3]Banan M R, Hjelmstad K D. Parameter estimation of structures fron static response 1: Computational aspects[J]. Joumal of Structural Engineering,1994, 120(11): 3243-3258.
  • 4张启伟,同济大学学报,1997年,25卷,增刊,76页

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