结构损伤动力检测与健康监测研究现状与展望
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
基于动力特性的结构损伤检测方法在过去几十年中得到了迅猛发展。该技术的核心思想在于结构的振动特性(比如频率、振型、模态阻尼等)是结构物理参数(如质量、阻尼和刚度)的函数,结构损伤即意味着结构物理参数的改变,而物理参数的改变必然引起结构振动特性的改变。该文介绍了结构健康监测与损伤动力检测方法的涵义、应用现状和分类方法。对基于动力特性的结构损伤检测方法和识别算法做了重点介绍,分析了各种方法的优点和不足之处。最后对有待进一步研究的问题和结构损伤检测方法发展趋势进行了展望。
The vibration-based damage identification method has been rapidly developed in the past few decades.The basic idea behind this technology is that the vibration characteristics(such as frequency,mode shape,modal damping,etc.) are functions of the physical properties of the structure(such as mass,damping and stiffness).Therefore,changes in the physical properties will cause detectable changes in the vibration characteristics.In this paper,the meaning,application status and classification of vibration-based damage identification methods in structural health monitoring are described.The structural damage detection methods based on dynamic characteristics and recognition algorithms are presented,and their advantages and shortcomings are analyzed.Finally,some topics which are worth studying further and the future trends for damage detection of civil engineering structures are proposed.
引文
[1]Lichtenstein A G.Silver bridge collapse recounted[J].Journal of Performance of Constructed Facilities,1993,7(4):249―261.
    [2]Matsumoto M,Shirato H,Yagi T.Effects of aerodynamic interferences between heaving and torsional vibration of bridge decks:The case of Tacoma Narrows Bridge[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91(12-15):1547―1557.
    [3]Cho H N,Lim J K,Choi H H.Reliability-based fatigue failure analysis for causes assessment of a collapsed steel truss bridge[J].Engineering Failure Analysis,2001,8(4):311―324.
    [4]高怀志,王君杰.桥梁检测和状态评估研究与应用[J].世界地震工程,2000,16(2):57―64.Gao Huaizhi,Wang Junjie.A review of research and application of detective and evaluation technology for bridges[J].World Information on Earthquake Engineering,2000,16(2):57―64.(in Chinese)
    [5]刘俊彦.綦江“彩虹桥”坍塌事件给我们的警示[Z].陕西档案,1999(4):28―29.Liu Junyan.Alerts from Qijiang“Rainbow Bridge”collapse event[Z].Shaanxi Archives,1999(4):28―29.(in Chinese)
    [6]李宏男,伊廷华.结构防灾、监测与控制[M].北京:中国建筑工业出版社,2008.Li Hongnan,Yi Tinghua.Structural disaster prevention,monitoring and control[M].Beijing:China Building Industry Press,2008.(in Chinese)
    [7]Housner G W,Bergman L A,Caughey T K.Structural control:Past,present,and future[J].Journal of Engineering Mechanics,1997,123(2):897―971.
    [8]李爱群,丁幼亮.工程结构损伤预警理论及其应用[M].北京:科学出版社,2007.Li Aiqun,Ding Youliang.Damage alarming theory and applications of civil engineering structures[M].Beijing:Science Press,2007.(in Chinese)
    [9]秦权.桥梁结构的健康监测[J].中国公路学报,2000,13(2):37―42.Qin Quan.Health monitoring of long-span bridges[J].China Journal of Highway and Transport,2000,13(2):37―42.(in Chinese)
    [10]韩大建,王文东.基于振动的结构损伤识别方法的近期研究进展[J].华南理工大学学报(自然科学版),2003,31(1):91―96.Han Dajian,Wang Wendong.Overview of vibration-based damage identification methods[J].Journal of South China University of Technology(Natural Science),2003,31(1):91―96.(in Chinese)
    [11]Bagchi A,Humar J,Xu H,Noman A S.Model-based damage identification in a continuous bridge using vibration data[J].Journal of Performance of Conctructed Facilities,ASCE,2010,24(2):148―158.
    [12]Doebling 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):92―105.
    [13]Rytter A.Vibration based inspection of civil engineering structures[D].Denmark:Aallborg University,1993.
    [14]Ricles J M,Kosmatka J B.Damage detection in elastic structures using vibratory residual forces and weighted sensitivity[J].AIAA Journal,1992,30(9):2310―2316.
    [15]Zubaydi A,Haddara M R,Swamidas A S J.On the use of the autocorrelation function to identify the damage in the side shell of a ship’s hull[J].Marine Structures,2000(13):537―551.
    [16]程珩,程明璜.倒频谱在齿轮故障诊断中的应用[J].太原理工大学学报,2003,34(6):661―667.Cheng Heng,Cheng Minghuang.The application of cepstrum in gear fault diagnosis[J].Journal of Taiyuan University of Technology,2003,34(6):661―667.(in Chinese)
    [17]Kim H,Melhem H.damage detection of structures by wavelet analysis[J].Engineering Structures,2004,26(3):347―362.
    [18]Ovanesova A V,Suarez L E.Application of wavelet transforms to damage detection in frame structures[J].Engineering Structures,2004,26(1):39―49.
    [19]钟佑明,秦树人,汤宝平.一种振动信号新变换法的研究[J].振动工程学报,2002,15(2):233―238.Zhong Youming,Qin Shuren,Tang Baoping.Study on a new transform method for vibration signal[J].Journal of Vibration Engineering,2002,15(2):233―238.(in Chinese)
    [20]张向东.基于振动的损伤检测方法的理论和实验研究[D].山西:太原理工大学,2002.Zhang Xiangdong.Theoretical and experimental studies of the damage detection by the vibration method[D].Shanxi:Taiyuan University of Technology,2002.(in Chinese)
    [21]李书明,何亮,程关兵.基于振动分析的结构损伤检测方法研究[J].中国民航学院学报,2006,24(5):26―29.Li Shuming,He Liang,Cheng Guanbing.Research on methods of vibration-based structure damage detection[J].Journal of Civil Aviation University of China,2006,24(5):26―29.(in Chinese)
    [22]Lifshitz J M,Rotem A.Determination of reinforcement unbonding of composites by a vibration technique[J].Journal of Composite Materials,1969(3):412―423.
    [23]Salawu O S.Detection of structural damage through changes in frequency:A review[J].Engineering Structures,1997,19(9):718―723.
    [24]Morassi A,Rovere N.Localizing a notch in a steel frame from frequency measurements[J].Journal of Engineering Mechanics-Asce,1997,123(5):422―432.
    [25]Gardner-Morse M G,Huston D R.Modal identification of cable-stayed pedestrian bridge[J].Journal of Structural Engineering,1993,119(11):3384―3404.
    [26]郑栋梁,李中付,华宏星.结构早期损伤识别技术的现状和发展趋势[J].振动与冲击,2002,21(2):1―6.Zheng Dongliang,Li Zhongfu,Hua Hongxing.A summary review of structural initial damage identification methods[J].Journal of Vibration and Shock,2002,21(2):1―6.(in Chinese)
    [27]Farrar C R,Doebling S W,Cornwell P J.Variability of modal parameters measured on the Alamosa Canyon Bridge[C].Proceedings of SPIE,the International Society for Optical Engineering.SEM,Bethel,CT,USA,1997:257―263.
    [28]Moradalizadeh M.Evaluation of crack defects in frames structures using resonant frequency techniques[D].Newcastle:University of Newcastle Upon Tyne,1990.
    [29]Salane H J,Baldwin J W.Identification of modal properties of bridges[J].Journal of Structural Engineering,ASCE,116970,1990:2008―2021.
    [30]Salawu O S,Williams C.Structural damage detection using experimental modal analysis-acomparison of some methods[C].Society of Photo-Optical Instrumentation Engineers.Bellingham,WA,USA,1993:254―560.
    [31]Salawu O S.Detection of structural damage through changes in frequency:A review[J].Engineering Structures,1997,19(9):718―723.
    [32]Doebling S W,Farrar C R,Goodman R S.Effects of measurement statistics on the detection of damage in the Alamos Canyon Bridge[C].Proceedings of the 15th IMAC.Orlando FL,1997:919―929.
    [33]West W M.Illustration of the use of modal assurance criterion to detect structural changes in an orbiter test specimen[C].Proceedings of Air Force Conference on Aircraft Structural Integrity,1984:1―6.
    [34]Allemang R J,Brown D L.A correlation coefficient for modal vector analysis[C].Proceedings of the First International Modal Analysis Conference,1982:110―116.
    [35]Levine N A J,Ewins D J.Spatial correlation of mode shapes,the coordinate modal assurance criterion(COMAC)[C].Proceedings of the 6th International Modal Analysis Conference,1988:690―695.
    [36]Salawu O S,Williams Clive.Bridge assessment using forced-vibration testing[J].Journal of Structural Engineering,1995,121(2):161―173.
    [37]Ndambi J M,Vantomme J,Harri K.Damage assessment in reinforced concrete beams using eigenfrequencies and mode shape derivatives[J].Engineering Structures,2002,24(4):501―515.
    [38]Lam H F,Ko J M,Wong C W.Location of damaged structural connections based on experimental modal and sensitivity analysis[J].Journal of Sound and Vibration,1998,210(1):91―115.
    [39]Pandsy A K,Biswas M,Samman M M.Damage detection from changes in curvature mode shapes[J].Journal of Sound and Vibration,1991,145(2):321―332.
    [40]Ratcliffe C P.Damage detection using a modified Laplacian operator on mode data[J].Journal of Sound and Vibration,1997,204(3):505―517.
    [41]Zimmerman D C,Kaouk M.Structural damage detection using a minimum rank update theory[J].Journal of Vibration and Acoustics,Transactions of ASME,1994,116(2):222―231.
    [42]周先雁,沈蒲生,程翔云.用振动参数识别技术对混凝土框架进行破损评估[J].土木工程学报,1998,31(2):39―45.Zhou Xianyan,Shen Pusheng,Cheng Xiangyun.Damage assessment of reinforced doncretes structures by vibration parameter identification technique[J].China Civil Engineering Journal,1998,31(2):39―45.(in Chinese)
    [43]Kosmatka J B,Ricles J M.Damage detection in structures by modal vibration characterization[J].Journal of Structural Engineering,1999,125(12):1384―1392.
    [44]Rao M A,Srinivas J,Murthy B S N.Damage detection in vibrating bodies using genetic algorithms[J].Computers&Structures,2004,82(11-12):963―968.
    [45]Salawn O S.Structural damage detection using experimental modal analysis-A comparison of some methods[C].Proceedings of the 11th IMAC,1993:254―260.
    [46]Berman A,Flannelly W G.Theory of incomplete models of dynamic structures[J].AIAA Journal,1971,9:1481―1487.
    [47]Lin C S.Location of modeling errors using modal test data[J].AIAA Journal,1990,28(9):1650―1654.
    [48]Pandey A K,Biswas M.Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration,1994,169(1):3―17.
    [49]Stubbs N,Kim J T.Damage localization in structures without baseline modal parameters[J].AIAA Journal,1993,34(8):1644―1649.
    [50]Wang M L,Xu F L,Lloyd G M.A systematic numercal analysis of the damage index method used for bridge diagnostics[C].Proceedings of SPIE-the International Society for Optical Engineering,2000,3988:154―164.
    [51]Cornwell P,Doebling S W,Farrar C R.Application of the strain energy damage detection method to plate-like structures[J].Journal of Sound and Vibration,1999,224(2):359―374.
    [52]Shi Z Y,Law S S,Zhang L M.Structural damage localization from modal strain energy change[J].Journal of Engineering Mechanics-Asce,2000,126(12):1216―1223.
    [53]Shi Z Y,Law S S,Zhang L M.Structural damage localization from modal strain energy change[J].Journal of Sound and Vibration,1998,218(5):825―844.
    [54]Shi Z Y,Law S S,Zhang L M.Improved damage quantification from elemental modal strain energy change[J].Journal of Engineering Mechanics-Asce,2002,128(5):521―529.
    [55]Samer H.Damage detection using vibration measurements[C].Proceedings of the 15th IMAC,Florida,1997:113―116.
    [56]Yoo S H.Detection and location of a crack in a plate using modal analysis[C].Proceedings of the 17th IMAC.Florida,1999:1902―1908.
    [57]Osegueda R A.A modal strain energy distribution method to localize and quantify damage[C].Proceedings of the 15th IMAC.Florida,1997:1298―1304.
    [58]Lew J S.Using transfer function parameter changes for damage detection of structures[J].AIAA Journal,1995,33(11):2189―2193.
    [59]David C.Zimmerman.Structural damage detection using frequency response function[C].Proceedings of the 13th IMAC,1995:179―184.
    [60]Maia N M M.Location of damage using curvature of the frequency response functions[C].Proceedings of the 15th IMAC.Florida,1997:942―946.
    [61]Mark J S.Detecting structural damage using transmittance function[C].Proceedings of the 15th IMAC.Florida,1997:638―644.
    [62]Fundahashai K.On the approximate realization of continuous mappings by neural networks[J].Neural Networks,1989,2:183―192.
    [63]Elkordy M F,Chang K C,Lee G C.Neural networks trained by analytically simulated damage states[J].Journal of Computing in Civil Engineering,1993,7(2):130―145.
    [64]Barai S V,Pandy P C.Vibration signature analysis using artificial neural networks[J].Journal of Computing in Civil Engineering,1995,9(4):259―265.
    [65]徐宜桂,史铁林,杨叔子.基于神经网络的结构动力模型修改和破损诊断研究[J].振动工程学报,1997,10(1):8―12.Xu Yigui,Shi Tielin,Yang Shuzi.Structural dynamic model modification and damage diagnosis method based on neural networks[J].Journal of Vibration Engineering,1997,10(1):8―12.(in Chinese)
    [66]王柏生,丁皓江,倪一清,高赞明.模型参数误差对用神经网络进行结构损伤识别的影响[J].土木工程学报,2000,33(1):49―55.Wang Baisheng,Ding Haojiang,Ni Yiging,Gao Zanming.Influence of modeling errors on structural damage identification using artificial neural nerworks[J].China Civil Engineering Journal,2000,33(1):49―55.(in Chinese)
    [67]周先通,王柏生,倪一清.用神经网络和优化方法进行结构参数识别[J].计算力学学报,2001,18(2):235―238.Zhou Xiantong,Wang Baisheng,Ni Yiqing.Structural parameter identification using neural network and optimization method[J].Chinese Journal of Computational Mechanics,2001,18(2):235―238.(in Chinese)
    [68]Masri S F,Smyth A W,Chassiakos A G.Application of neural networks for detection of changes in nonlinear systems[J].Journal of Engineering Mechanics,2000,126(7):666―676.
    [69]姜绍飞,张帅.基于概率神经网络分类器的数据融合损伤检测方法[J].计算力学学报,2008,25(5):700―705.Jiang Shaofei,Zhang Shuai.Data-fusion damage detection approach based on probabilistic neural network classifier[J].Chinese Journal of Computational Mechanics,2008,25(5):700―705.(in Chinese)
    [70]刘朝勇,郑世杰,王晓雪.基于径向基函数神经网络的编织复合材料结构脱层损伤监测研究[J].振动与冲击,2007,26(1):61―64.Liu Chaoyong,Zheng Shijie,Wang Xiaoxue.Damage monitoring for woven composite structure based on radial base function neural network[J].Journal of Vibration and Shock,2007,26(1):61―64.(in Chinese)
    [71]Yun C B,Bahng E Y.Substructural identification using neural networks[J].Computers and Structures,2000,77:41―52.
    [72]瞿伟廉,陈伟,李秋胜.基于神经网络技术的复杂框架结构节点损伤的两步诊断法[J].土木工程学报,2003,36(5):37―45.Qu Weilian,Chen Wei,Li Qiusheng.Two-step approach for joints damage diagnosis of framed structures by artificial neural networks[J].China Civil Engineering Journal,2003,36(5):37―45.(in Chinese)
    [73]李敏强,徐博艺.遗传算法与神经网络的结合[J].系统工程理论与实践,1999,19(2):65―69.Li Minqiang,Xu Boyi.On the combination of genetic algorithms and neural networks[J].Systems Engeneering-Ttheory&Practice,1999,19(2):65―69.(in Chinese)
    [74]Holland J H.Outline for a logical theory of adaptive systems[J].Journal of the Association for Computing Machinery,1962,9(3):297―314.
    [75]Chou J H,Ghaboussi J.Genetic algorithm in structural damage detection[J].Computers and Structures,2001,79(14):1335―1353.
    [76]Koh C G,Liaw G Y,Chen Y F.Hybrid global-local identification for structural health monitoring[J].Society of Photo-Optical Instrumentation Engineers,2001:174―179.
    [77]董聪,范立础,陈肇元.结构智能健康诊断的理论与方法[J].中国铁道科学,2002,23(1):11―24.Dong Cong,Fan Lichu,Chen Zhaoyuan.Theory and method for structural intelligent health diagnosis[J].China Rail Way Science,2002,23(1):11―24.(in Chinese)
    [78]Au F T K,Cheng Y S,Tham L G.Structural damage detection based on a micro-genetic algorithm using incomplete and noisy modal test data[J].Journal of Sound and Vibration,2003,259(5):1081―1094.
    [79]Krawczuk M.Application of spectral beam finite element with a crack and iterative search technique for damage detection[J].Finite Elements in Analysis and Design,2002,38(6):537―548.
    [80]Pawar P M,Ganguli R.Genetic fuzzy system for damage detection in beams and helicopter rotor blades[J].Computer Methods in Applied Mechanics and Engineering,2003,192(16-18):2031―2057.
    [81]郭惠勇,李正良,彭川.结构损伤动力识别技术的研究与进展[J].重庆建筑大学学报,2008,30(1):140―145.Guo Huiyong,Li Zhengliang,Peng Chuan.Researches and advances in structural damage dynamic identification technology[J].Journal of Chongqing Jianzhu University,2008,30(1):140―145.(in Chinese)
    [82]田迎春,杜守军,刘京红.模态分析法在建筑结构损伤诊断中的应用研究[J].河北农业大学学报,2002,25(增刊):292―295.Tian Yingchun,Du Shoujun,Liu Jinghong.The technique of modal analysis on damage identification of architecture structure[J].Journal of Agriculture University of Hebei,2002,25(Sup):292―295.(in Chinese)
    [83]Deng Julong.Control problems of grey systems[J].Systems and Control Letters,1982,5(1):288―294.
    [84]Chen X Z,Zhu H P,Chen C Y.Structural damage identification using test static data based on grey system theory[J].Journal of Zhejiang University(Science),2005,6A(8):790―796.
    [85]陈孝珍,朱宏平,陈传尧.灰色相关性分析结构静力损伤识别中的应用[J].力学与实践,2005,27(3):60―64.Chen Xiaozhen,Zhu Hongping,Chen Chuanyao.The application of grey correlation analysis for the structural static damage detection[J].Mechanics and Engineering,2005,27(3):60―64.(in Chinese)
    [86]禹丹江,陈淮.桥梁损伤检测的曲率模态方法探讨[J].郑州大学学报,2002,23(3):104―106.Yu Danjiang,Chen Huai.Discussion on damage detection of bridges using curvature mode method[J].Journal of Zhengzhou University of Technology,2002,23(3):104―106.(in Chinese)
    [87]马宏伟,杨桂通.结构损伤探测的基本方法和研究进展[J].力学进展,1999,29(4):513―527.Ma Hongwei,Yang Guitong.Methods and advances of structural damage detection[J].Advances in Mechanics,1999,29(4):513―527.(in Chinese)

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心