结构损伤动力识别技术的研究与进展
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摘要
通过对结构损伤的动力识别技术近二十年来国内外研究成果的总结,阐述了结构损伤动力识别研究的发展历程。首先介绍了结构损伤动力识别技术的基本原理,然后从三个方面,即结构损伤的动力识别机理、结构损伤的动力识别参数和结构损伤的识别算法,分别探讨了结构损伤动力识别技术的发展现状和面临的问题,最后对结构损伤动力识别的未来研究趋势进行了展望。
This paper describes the theory and research progress of dynamic structural damage identification technique of the last twenty years.The basic theory of dynamic structural damage identification techniques is introduced first.Next,three important aspects of damage identification are discussed: identification mechanisms,dynamic parameters,and identification algorithms.Finally,a review of the state-of-the-art and development trends in this field is presented.
This paper describes the theory and research progress of dynamic structural damage identification technique of the last twenty years.The basic theory of dynamic structural damage identification techniques is introduced first.Next,three important aspects of damage identification are discussed: identification mechanisms,dynamic parameters,and identification algorithms.Finally,a review of the state-of-the-art and development trends in this field is presented.
引文
[1]陈长征,罗跃纲,白秉三,等.结构损伤检测与智能诊断[M].北京:科学出版社,2001.
[2]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,2003,31(1):91-96.HAN Da-jian,WANG Wen-dong.Overview of vibration-based damage identification methods[J].Journal of SouthChina University of Technology,2003,31(1):91-96.
[3]CAWLEY P and Adams R D.The location of defects instructures from measurements of natural frequencies[J].Journal of Strain Analysis,1979,14(2):49-57.
[4]YUEN M M F.A numerical study of the eigenparametersof a damaged cantilever[J].Journal of Sound andVibration,1985,103(3):301-310.
[5]MESSINA A,Williams E J and Contursi T.Structuraldamage detection by a sensitivity and statistical-basedmethod[J].Journal of Sound and Vibration,1998,216(5):791-808.
[6]FARRAR C R,JAUREGUI D A.Comparative study ofdamage identification algorithms applied to a bridge:i.Experiment[J].Smart Material Structure,1998,7(5):704-719.
[7]SHI Z Y,LAW S S,ZHANG L M.Structural damagelocalization from modal strain energy change[J].Journalof Sound and Vibration,1998,218(5):825-844.
[8]刘晖,瞿伟廉,袁润章.基于模态应变能耗散率理论的结构损伤识别方法[J].振动与冲击,2004,23(2):118-121.LIU Hui,QU Wei-lian,YUAN Run-zhang.Structuraldamage detection method based on the theory ofdissipation ratio of modal strain energy[J].Journal ofVibration and Shock,2004,23(2):118-121.
[9]ZIMMERMAN D C,KAOUK M.Structural damagedetection using a minimum rank update theory[J].Journalof Sound and Vibration,1994,116(4):222-231.
[10]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 Li-chu,CHEN Zhao-yuan.Theoryand method for structural intelligent health diagnosis[J].China Rail Way Science,2002,23(1):11-24.
[11]STUBLES N.Global non-destructive damage evaluationin solid[J].International Journal of Analytical andExperimental Modal Analysis,1990,5(2):67-79.
[12]DOEBLING S W,FARRAR C R,PRIME M B.Summary review of vibration based damageidentification method[J].The Shock and VibrationDigest,1998,30(2):91-105.
[13]FARRAR C R,THOMAS A D.Vibration-baseddamage detection in rotating machinery[J].KeyEngineering Materials,1999,167:224-235.
[14]SEIBOLD S,WEINERT K.Time domain method forthe localization of cracks in rotors[J].Journal of Soundand Vibration,1996,195(1):57-73.
[15]BYUNG,HWAN O,BOEM S J.Structural assessmentwith combined data of static and modal tests[J].Journalof Structural Engineering,1998,124(8):956-965.
[16]郭国会,易伟建.基于频率进行简支梁损伤评估的数值研究[J].重庆建筑大学学报,2001,23(2):17-21.GUO Guo-hui,YI Wei-jian.A numerical study on thedamage assessment of a simply-supported beam onnatural frequencies[J].Journal of Chongqing JianzhuUniversity,2001,23(2):17-21.
[17]谢峻,韩大建.一种改进的基于频率测量的结构损伤识别方法[J].工程力学,2004,21(1):21-25.XIE Jun,HAN Da-jian.An improved method for structuraldamage detection based on frequency measurement[J].Engineering Mechanics,2004,21(1):21-25.
[18]SALAWU O S.Detection of structural damage throughchanges in frequencies:a review[J].EngineeringStructures,1997,19(9):718-723.
[19]KIM J H,JEON H S and Lee C W.Application of themodal assurance criteria for detecting and locating structuralfaults[C].Proceedings of the 10thnternational ModalAnalysis Conference,San Diego,CA,USA.536-540.
[20]SHI Z Y,LAW S S and Zhang L M.Damagelocalization by directly using incomplete mode shapes[J].ASCE Journal of Engineering Mechanics 2000,126(5):656-660.
[21]PANDEY A K,BISWAS M and SAMMAN M M.Damagedetection from changes in curvature mode shapes[J].Journalof Sound and Vibration,1991,145(2):321-332.
[22]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.GUO Guo-hui,YI Wei-jian.A numerical study ondamage diagnosis of a continuous beam using modalparameters[J].Journal of Vibration and Shock,2001,20(1):72-75.
[23]袁明,贺国京.基于模态应变能的结构损伤检测方法研究[J].铁道学报,2002,24(2):92-94.YUAN Miang,HE Guo-jing.Structural damage detectionmethod based on modal strain energe[J].Journal of theChina Railway Society,2002,24(2):92-94.
[24]刘晖,瞿伟廉,袁润章.基于应变能耗散率的结构损伤识别方法研究[J].工程力学,2004,21(5):198-202.LIU Hui,QU Wei-lian,YUAN Run-Zhang.Astructural damage detection method based on modalstrain energy dissipation ratio theory[J].EngineeringMechanics,2004,21(5):198-202.
[25]唐天国,刘浩吾,陈春华等.梁裂缝损伤检测的模态应变能法及试验研究[J].工程力学增刊,2005,22:39-45.TANG Tian-Guo,LIU Hao-wu,CHEN Chun-hua etal.Strain energy method for analysis of beams withcrack damage and experimental study[J].EngineeringMechanics,2002,22Sup:39-45.
[26]SCHULZ M,NASER A S.Locating structural damageusing frequency response functions[J].Journal ofIntelligent Material Systems and Structures,1998,9:899-905.
[27]PARK G,CUDNEY H H,Inman D J.An integratedhealth monitoring technique using structural impedancesensors[J].Journal of Intelligent Material Systems andStructures,2000,11:448-455.
[28]PARK N G,Park Y S.Damage detection using spatiallyincomplete frequency response functions[J].MechanicalSystems and Signal Processing,2003,17(3):519-532.
[29]郑明刚,刘天雄,陈兆能.基于频响函数的结构损伤检测[J].机械科学与技术,2001,20(3):479-480.ZHENG Ming-gang,LIU TIANXING,CHENZHAONENG.Structural damage assessment based onfrequency response function[J].Mechanical Science andTechnology,2001,20(3):479-480.
[30]PANDEY A K,BISWAS M.Damage detection instructures using changes in flexibility[J].Journal ofSound and Vibration,1994,169(1):3-17.
[31]綦宝晖,邬瑞锋,蔡贤辉,等.一种桁架结构损伤识别的柔度阵法[J].计算力学学报,2001,18(1):42-47.QI Bai-hui,WU Rui-feng,CAI Xian-hui et al.Aflexibility matrix method for damage identification oftruss structure[J].Chinese Journal of ComputationalMechanics,2001,18(1):42-47.
[32]孙国,顾元宪.连续梁结构损伤识别的改进柔度阵方法[J].工程力学,2003,20(4):50-54.SUN Guo,GU Yuan-xian.Improved flexibility matrixmethod for damage identification of multi-span beams[J].Engineering Mechanics,2003,20(4):50-54.
[33]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].河北农业大学学报增刊,2002,25:292-295.TIAN Ying-chun,DU Shou-jun,Liu Jing-hong.Thetechnique of modal analysis on damage identification ofarchitecture structure[J].Journal of AgricultureUniversity of Hebei,2002,25Sup:292-295.
[34]FRISWELL M I,Penny J E T,Garvey S D.Acombined genetic and eigensensitivity algorithm for thelocation of damage in structures[J].Computer andStructure,1998,69:548-556.
[35]易伟建,刘霞.基于遗传算法的结构损伤诊断研究[J].工程力学,2001,18(2):64-71.YI Wei-jian,LIU XIA.Damage diagnosis of structuresby genetic algorithms[J].Engineering Mechanics,2001,18(2):64-71.
[36]郭惠勇,张陵.基于遗传算法的二阶段损伤探测方法[J].西安交通大学学报,2005,39(5):485-489.GUO Hui-yong,ZHANG Ling.A Two-stage structuraldamage detection method by using Genetic Algorithms[J].Journal of Xi’an Jiaotong University,39(5):485-489.
[37]陈伟,瞿伟廉,姜正国.人工神经网络技术在结构损伤诊断中的应用[J].世界地震工程,2002,18(1):146-149.CHEN Wei,QU Wei-lian,Jiang Zheng-guo.Theapplication of artificial neural networks to structuraldamage detection[J].World Earthquake Engineering,2002,18(1):146-149.
[38]于德介,雷慧,程军圣.基于BP神经网络与柔度变化的结构破损诊断[J].振动工程学报,2001,14(3):345-348.YU De-jie,LEI Hui,Cheng Jun-sheng.A method forstructural damage detection based on back propagationneural network and flexibility changes[J].Journal ofVibration Engineering,2001,14(3):345-348.
[39]LIEW K M,Wang Q.Application of wavelet theory forcrack identification in structures[J].Journal of EngineeringMechanics,ASCE,1998,124(2):152-157.
[40]SUN Z,Chang C C.Structural damage assessmentbased on wavelet packed transform[J].Journal ofStructure Engineering,2002,128(10):1354-1361.
[41]孙增寿,韩建刚,任伟新.基于小波分析的结构损伤检测研究进展[J].地震工程与工程振动,2005,25(2):93-99.SUN Zeng-shou,HAN Jian-gang,Ren Wei-xin.State-of-the-art research and development of wavelet analysis basedstructural damage detection[J].Earthquake Engineering andEngineering Vibration,2005,25(2):93-99.
[2]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,2003,31(1):91-96.HAN Da-jian,WANG Wen-dong.Overview of vibration-based damage identification methods[J].Journal of SouthChina University of Technology,2003,31(1):91-96.
[3]CAWLEY P and Adams R D.The location of defects instructures from measurements of natural frequencies[J].Journal of Strain Analysis,1979,14(2):49-57.
[4]YUEN M M F.A numerical study of the eigenparametersof a damaged cantilever[J].Journal of Sound andVibration,1985,103(3):301-310.
[5]MESSINA A,Williams E J and Contursi T.Structuraldamage detection by a sensitivity and statistical-basedmethod[J].Journal of Sound and Vibration,1998,216(5):791-808.
[6]FARRAR C R,JAUREGUI D A.Comparative study ofdamage identification algorithms applied to a bridge:i.Experiment[J].Smart Material Structure,1998,7(5):704-719.
[7]SHI Z Y,LAW S S,ZHANG L M.Structural damagelocalization from modal strain energy change[J].Journalof Sound and Vibration,1998,218(5):825-844.
[8]刘晖,瞿伟廉,袁润章.基于模态应变能耗散率理论的结构损伤识别方法[J].振动与冲击,2004,23(2):118-121.LIU Hui,QU Wei-lian,YUAN Run-zhang.Structuraldamage detection method based on the theory ofdissipation ratio of modal strain energy[J].Journal ofVibration and Shock,2004,23(2):118-121.
[9]ZIMMERMAN D C,KAOUK M.Structural damagedetection using a minimum rank update theory[J].Journalof Sound and Vibration,1994,116(4):222-231.
[10]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 Li-chu,CHEN Zhao-yuan.Theoryand method for structural intelligent health diagnosis[J].China Rail Way Science,2002,23(1):11-24.
[11]STUBLES N.Global non-destructive damage evaluationin solid[J].International Journal of Analytical andExperimental Modal Analysis,1990,5(2):67-79.
[12]DOEBLING S W,FARRAR C R,PRIME M B.Summary review of vibration based damageidentification method[J].The Shock and VibrationDigest,1998,30(2):91-105.
[13]FARRAR C R,THOMAS A D.Vibration-baseddamage detection in rotating machinery[J].KeyEngineering Materials,1999,167:224-235.
[14]SEIBOLD S,WEINERT K.Time domain method forthe localization of cracks in rotors[J].Journal of Soundand Vibration,1996,195(1):57-73.
[15]BYUNG,HWAN O,BOEM S J.Structural assessmentwith combined data of static and modal tests[J].Journalof Structural Engineering,1998,124(8):956-965.
[16]郭国会,易伟建.基于频率进行简支梁损伤评估的数值研究[J].重庆建筑大学学报,2001,23(2):17-21.GUO Guo-hui,YI Wei-jian.A numerical study on thedamage assessment of a simply-supported beam onnatural frequencies[J].Journal of Chongqing JianzhuUniversity,2001,23(2):17-21.
[17]谢峻,韩大建.一种改进的基于频率测量的结构损伤识别方法[J].工程力学,2004,21(1):21-25.XIE Jun,HAN Da-jian.An improved method for structuraldamage detection based on frequency measurement[J].Engineering Mechanics,2004,21(1):21-25.
[18]SALAWU O S.Detection of structural damage throughchanges in frequencies:a review[J].EngineeringStructures,1997,19(9):718-723.
[19]KIM J H,JEON H S and Lee C W.Application of themodal assurance criteria for detecting and locating structuralfaults[C].Proceedings of the 10thnternational ModalAnalysis Conference,San Diego,CA,USA.536-540.
[20]SHI Z Y,LAW S S and Zhang L M.Damagelocalization by directly using incomplete mode shapes[J].ASCE Journal of Engineering Mechanics 2000,126(5):656-660.
[21]PANDEY A K,BISWAS M and SAMMAN M M.Damagedetection from changes in curvature mode shapes[J].Journalof Sound and Vibration,1991,145(2):321-332.
[22]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.GUO Guo-hui,YI Wei-jian.A numerical study ondamage diagnosis of a continuous beam using modalparameters[J].Journal of Vibration and Shock,2001,20(1):72-75.
[23]袁明,贺国京.基于模态应变能的结构损伤检测方法研究[J].铁道学报,2002,24(2):92-94.YUAN Miang,HE Guo-jing.Structural damage detectionmethod based on modal strain energe[J].Journal of theChina Railway Society,2002,24(2):92-94.
[24]刘晖,瞿伟廉,袁润章.基于应变能耗散率的结构损伤识别方法研究[J].工程力学,2004,21(5):198-202.LIU Hui,QU Wei-lian,YUAN Run-Zhang.Astructural damage detection method based on modalstrain energy dissipation ratio theory[J].EngineeringMechanics,2004,21(5):198-202.
[25]唐天国,刘浩吾,陈春华等.梁裂缝损伤检测的模态应变能法及试验研究[J].工程力学增刊,2005,22:39-45.TANG Tian-Guo,LIU Hao-wu,CHEN Chun-hua etal.Strain energy method for analysis of beams withcrack damage and experimental study[J].EngineeringMechanics,2002,22Sup:39-45.
[26]SCHULZ M,NASER A S.Locating structural damageusing frequency response functions[J].Journal ofIntelligent Material Systems and Structures,1998,9:899-905.
[27]PARK G,CUDNEY H H,Inman D J.An integratedhealth monitoring technique using structural impedancesensors[J].Journal of Intelligent Material Systems andStructures,2000,11:448-455.
[28]PARK N G,Park Y S.Damage detection using spatiallyincomplete frequency response functions[J].MechanicalSystems and Signal Processing,2003,17(3):519-532.
[29]郑明刚,刘天雄,陈兆能.基于频响函数的结构损伤检测[J].机械科学与技术,2001,20(3):479-480.ZHENG Ming-gang,LIU TIANXING,CHENZHAONENG.Structural damage assessment based onfrequency response function[J].Mechanical Science andTechnology,2001,20(3):479-480.
[30]PANDEY A K,BISWAS M.Damage detection instructures using changes in flexibility[J].Journal ofSound and Vibration,1994,169(1):3-17.
[31]綦宝晖,邬瑞锋,蔡贤辉,等.一种桁架结构损伤识别的柔度阵法[J].计算力学学报,2001,18(1):42-47.QI Bai-hui,WU Rui-feng,CAI Xian-hui et al.Aflexibility matrix method for damage identification oftruss structure[J].Chinese Journal of ComputationalMechanics,2001,18(1):42-47.
[32]孙国,顾元宪.连续梁结构损伤识别的改进柔度阵方法[J].工程力学,2003,20(4):50-54.SUN Guo,GU Yuan-xian.Improved flexibility matrixmethod for damage identification of multi-span beams[J].Engineering Mechanics,2003,20(4):50-54.
[33]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].河北农业大学学报增刊,2002,25:292-295.TIAN Ying-chun,DU Shou-jun,Liu Jing-hong.Thetechnique of modal analysis on damage identification ofarchitecture structure[J].Journal of AgricultureUniversity of Hebei,2002,25Sup:292-295.
[34]FRISWELL M I,Penny J E T,Garvey S D.Acombined genetic and eigensensitivity algorithm for thelocation of damage in structures[J].Computer andStructure,1998,69:548-556.
[35]易伟建,刘霞.基于遗传算法的结构损伤诊断研究[J].工程力学,2001,18(2):64-71.YI Wei-jian,LIU XIA.Damage diagnosis of structuresby genetic algorithms[J].Engineering Mechanics,2001,18(2):64-71.
[36]郭惠勇,张陵.基于遗传算法的二阶段损伤探测方法[J].西安交通大学学报,2005,39(5):485-489.GUO Hui-yong,ZHANG Ling.A Two-stage structuraldamage detection method by using Genetic Algorithms[J].Journal of Xi’an Jiaotong University,39(5):485-489.
[37]陈伟,瞿伟廉,姜正国.人工神经网络技术在结构损伤诊断中的应用[J].世界地震工程,2002,18(1):146-149.CHEN Wei,QU Wei-lian,Jiang Zheng-guo.Theapplication of artificial neural networks to structuraldamage detection[J].World Earthquake Engineering,2002,18(1):146-149.
[38]于德介,雷慧,程军圣.基于BP神经网络与柔度变化的结构破损诊断[J].振动工程学报,2001,14(3):345-348.YU De-jie,LEI Hui,Cheng Jun-sheng.A method forstructural damage detection based on back propagationneural network and flexibility changes[J].Journal ofVibration Engineering,2001,14(3):345-348.
[39]LIEW K M,Wang Q.Application of wavelet theory forcrack identification in structures[J].Journal of EngineeringMechanics,ASCE,1998,124(2):152-157.
[40]SUN Z,Chang C C.Structural damage assessmentbased on wavelet packed transform[J].Journal ofStructure Engineering,2002,128(10):1354-1361.
[41]孙增寿,韩建刚,任伟新.基于小波分析的结构损伤检测研究进展[J].地震工程与工程振动,2005,25(2):93-99.SUN Zeng-shou,HAN Jian-gang,Ren Wei-xin.State-of-the-art research and development of wavelet analysis basedstructural damage detection[J].Earthquake Engineering andEngineering Vibration,2005,25(2):93-99.
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