土木工程结构健康监测的研究进展综述
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摘要
对于大量进入老龄和维护期的土木工程结构,其安全性倍受重视,而具有多学科交叉特点的结构健康监测技术则是支撑土木工程基础设施安全运行和适时维护的一个有力工具。首先对各种结构损伤检测方法和无线智能传感技术的最新研究成果进行了回顾和评述;讨论了在线结构健康监测系统的关键问题;最后对结构健康监测和损伤检测领域今后的发展方向进行了展望。
The structural health monitoring(SHM) with the characteristic of multidisciplinary is a powerful tool to support the operational safety and appropriate maintenance for civil engineering infrastructures.The recent advances in research on varieties of damage detection methods and wireless smart sensing technology are stated.The focuses of the online SHM are discussed and the potential challenges in the future to SHM and damage detection are addressed.
The structural health monitoring(SHM) with the characteristic of multidisciplinary is a powerful tool to support the operational safety and appropriate maintenance for civil engineering infrastructures.The recent advances in research on varieties of damage detection methods and wireless smart sensing technology are stated.The focuses of the online SHM are discussed and the potential challenges in the future to SHM and damage detection are addressed.
引文
[1]Doebling S W,Farrar C R,Prime M B.A Summary Review ofVibration-based Damage Identification method[J].The Shock andVibration Digest,1998,30(2):91-105.
[2]Sohn H,Farrar C R,Hemez F M.A Reviewof Structural HealthMonitoring Literature:1996-2001[R].Los Alamos NationalLaboratory Report,LA-13976-MS,2004.
[3]宗周红,任伟新,阮毅.土木工程结构损伤诊断研究进展[J].土木工程学报,2003,36(5):105-110.
[4]Rytter A.Vibration Based Inspection of Civil Engineering Structures[D].[Ph.D.dissertation]:Aalborg University,Denmark,1993.
[5]Farrar C R,Worden K.An Introduction to Structural HealthMonitoring[J].Phil.Trans.R.Soc.,2007,365:303-315.
[6]Giraldo D F.A Structural Health Monitoring Frame-work for CivilStructures[D]:[Ph.D.dissertation].Washington University,SaintLouis,Missouri,USA,2006.
[7]Humar J,Bagchi A,Xu H.Performance of Vibration-basedTechniquesfor the Identification of Structural Damage[J].StructuralHealth Monitoring,2006,5(3):215-241.
[8]Yan YJ,Cheng L,Wu Z Y,et al.Develoment in Vibration-basedStructural Damage Detection Technique[J].Mechanical Systems andSignal Processing,2007,21:2198-2211.
[9]Sophia H,Karolos H.Damage Detection Using Impulse Response[J].Nonlinear Analysis,Theory,Methods&Applications,1997,30(8):4 757-4 764.
[10]Pandey A K,Biswas M,Samman M M.Damage Detection fromChanges in Curvature Model Shapes[J].Journal of Sound andVibration,1991,145(2):321-332.
[11]Pandey A K,Biswas M.Damage Detection in Structures UsingChanges in Flexibility.Journal of Sound and Vibration,1994,169(1):3-17.
[12]Bernal D.Load Vectors for Damage Localization[J].Journal ofEngineering Mechanics,ASCE,2002,128(1):7-14.
[13]Gao Y,Spencer Jr B F,Bernal D.Experimental Verification of theFlexibility-based Damage Locating Vector Method[J].Journal ofEngineering Mechanics,ASCE,2007,133(10):1043-1049.
[14]Hadjileontiadis L J,Douka E,Trochidis A.Fractal DimensionAnalysisfor Crack Identification in Beam Structures[J].MechanicalSystems and Signal Processing,2005,19(3):659-674.
[15]Zhang Z,Aktan A E.Application of Modal Flexibility and itsDerivatives in Structural Identification[J].Researchin NondestructiveEvaluation,1998,10(1):43-61.
[16]Wu D,LawSS.Damagelocalizationin Plate StructuresfromUniformLoad Surface Curvature[J].Journal of Sound and Vibration,2004,276:227-244.
[17]Wang J,Qiao P.Improved Damage Detection for Beam-typeStructures Using a Uniform Load Structure[J].Structural Healthmonitoring,2007,6(2):99-110.
[18]Yang J N,Lei Y,Lin S,et al.Hilbert-Huang Based Approach forStructural Damage Detection[J].Journal of Engineering Mechanics,ASCE,2004,130(1):85-95.
[19]Ma T W,Yang HT,Chang C C.Structural Damage Diagnosis andAssessment under Seismic Excitations[J].Journal of EngineeringMechanics,ASCE,2005,131(10):1036-1045.
[20]Park S,Bolton R W,Stubbs N.Blind Test Resultsfor NondestructiveDamage Detection in a Steel Frame[J].Journal of StructuralEngineering,ASCE,2006,132(5):800-809.
[21]Jaishi B,Ren W X.Damage Detection by Finite Element ModelUpdating Using Modal Flexibility Residual[J].Journal of Sound andVibration,2006,290:369-387.
[22]Yuen K,Beck J L,Katafygiotis L S.Efficient Model Updating andHealth Monitoring Methodology using Incomplete Modal Data WithoutMode Matching[J].Structural Control and Health Monitoring,2006,13:91-107.
[23]Messina A,Williams E J,Contursi T.Structural Damage Detectionby a Sensitivity and Statistical-based Method[J].Journal of Sound andVibration,1998,216(5):791-808.
[24]Sohn H,Czarnecki J A,Farrar C R.Structural Health MonitoringUsing Statistical Process Control[J].Journal of StructuralEngineering,ASCE,2000,126(11):1356-1363.
[25]Bodeux J B,Golinval J C.Application of ARMAV Models to theIdentification and Damage Detection of Mechanical and CivilEngineering Structures[J].Smart Materials and Structures,2001,10:479-489.
[26]Lam H F,Katafygiotis L S,Mickleborough N C.Application ofStatistical Model Updating Approach on Phase I of the IASC-ASCEStructural Health Monitoring Benchmark Study[J].Journal ofEngineering Mechanics,ASCE,2004,130(1):34-48.
[27]Erdogan A,Mahmoud M R T,David S E,et al.Damage PatternRecognition for Structural Health Monitoring Using Fuzzy SimilarityPrescription[J].Computer-Aided Civil andInfrastructure Engineering,2006,21:549-560.
[28]Newland D E.Wavelet Analysis of Vibration.Part 1:theory[J].Journal of Vibration and Acoustics,1994,116:409-416.
[29]Staszewski WJ.Structural and Mechanical Damage Detection UsingWavelets[J].The Shock and Vibration Digest,1998,30(6):457-472.
[30]Wang Q,Deng X.Damage Detection with Spatial Wavelets[J].Insternational Journal of Solids and Structures,1999,36:3443-3468.
[31]李宏男,孙鸿敏.小波分析在土木工程领域中的应用[J].世界地震工程,2003,19(2):16-22.
[32]Sun Z,Chang C C.Structural Damage Assessment Based on WaveletPacket Transform[J].Journal of Structural Engineering,ASCE,2002,128(10):1354-1361.
[33]Barai S V,Pandey P C.Time-delay Neural Networks in DamageDetection of Railway Bridges[J].Advances in Engineering Software,1997,28:1-10.
[34]Masri S F,Smyth A W,Chassiakos A G,et al.Application ofNueural Networks for Detection of Changes in Nonlinear Systems[J].Journal of Engineering Mechanics,ASCE,2000,126(7):666-676.
[35]Fang X,Luo H,Tang J.Structural Damage Detection Using NeuralNetwork with Learning Rate Improvement[J].Computers andStructures,2005,83:2150-2161.
[36]Adeli H,Jiang X.Dynamic Fuzzy Wavelet Neural Network Model forStructural SystemIdentification[J].Journal of Structural Engineering,ASCE,2006,132(1):102-111.
[37]Perera R,Torres R.Structural Damage Detection Via Modal Datawith Genetic Algorithms[J].Journal of Structural Engineering,ASCE,2006,132(9):1491-1501.
[38]Sanayei M,Onipede O.Damage Assessment of Structure Using StaticTest Data[J].AIAAJournal,1991,29(7):1174-1179.
[39]banan Mo R,Banan Ma R,Hjelmstad K D.Parameter Estimation ofStructuresfromStatic Response.Ⅰ:Computational aspects[J].Journalof Structural Engineering,1994,120(11):3243-3258.
[40]Hjelmstad K D,Shin S.Damage Detection and Assessment ofStructures from Static Response[J].Journalf of EngineeringMechanics,1997,123(6):568-576.
[41]Sanayei M,Saletnik MJ.Parameter Estimation of Structures fromStatic Strain Measurements.I:Formulation[J].Journal of StructuralEngineering,1996,122(5),555-562.
[42]Sanayei M,Saletnik MJ.Parameter Estimation of Structures fromStatic Strain Measurements.Ⅱ:Error Sensitivity Analysis[J].Journalof Structural Engineering,1996,122(5):563-572.
[43]Liu P L,Chian C C.Parameteric Identification of Truss StructuresUsing Static Strains[J].Journal of Engineering Mechanics,1997,123(7):927-933.
[44]Chou J H,Ghaboussi J.Genetic Algorithmin Structural DamageDetection[J].Computers&Structures,2001,79(14):1335-1353.
[45]Shenton H W,ⅢHu X.Damage Identification Based on Dead LoadRedistribution:Methodology[J].Journal of Structural Engineering,ASCE,2006,132(8):1254-1263.
[46]Park H S,Lee H M,Adeli H.A New Approach for HealthMonitoring of Structures:Terrestrial Laser Scanning[J].Computer-Aided Civil and Infrastructure Engineering,2007,22:19-30.
[47]Shah S P,Popovics J S,SubramaniamKV,et al.NewDirectionsinConcrete Health Monitoring Technology[J].Journal of EngineeringMechanics,ASCE,2000,126(7):754-760.
[48]Victor G,Adrian C.Embedded Nondestructive Evaluation forStructural Health Monitoring,Damage Detection,and FailurePrevention[J].The Shock and Vibration Digest,2005,37(2):83-105.
[49]Raghavan A,Cesnik C ES.Reviewof Guided-wave Structural HealthMonitoring[J].The Shock and Vibration Digest,2007,39(2):91-114.
[50]Gao Y,Spencer Jr B F,Ruiz-Sandoval ME.Distributed COmputingStrategyfor Structural Health Monitoring[J].Structural COntrol andHealth Monitoring,2006,13:488-507.
[51]Ruiz-sandoval M,nagyama T,Spencer Jr B F.Sensor DevelopmentUsing Berkeley Mote Platform[J].Journal of EarthquakeEngineering,2006,10(2):289-309.
[52]Spencer Jr B F,Ruiz-Sandoval M E,Kurata N.Smart SensingTechnology:Opportunities and Challenges[J].Structural Control andHealth Monitoring,2004,11:349-368.
[53]LynchJ P,Loh KJ.A Summary Review of Wireless Sensors andSensor Networks for Structural Health Monitoring[J].The Shock andVibration Digest,2006,38(2):91-128.
[54]Gu H,Zhao Y,Wang ML.A Wireless Smart PVDF Sensor forStructural Health Monitoring[J].Structural Control and HealthMonitoring,2005,12:329-343.
[55]Sodano HA,Inman DJ,Part G.AReviewof Power HarvestingfromVibration Using Piezoelectric Materials[J].The Shock and VibrationDigest,2004,36(3):197-205.
[56]Farrar C R,Lieven NAJ.Damage Prognosis:the Future of StructuralHealth Monitoring[J].Phil.Trans.R.Soc.,2007,365:623-632.
[2]Sohn H,Farrar C R,Hemez F M.A Reviewof Structural HealthMonitoring Literature:1996-2001[R].Los Alamos NationalLaboratory Report,LA-13976-MS,2004.
[3]宗周红,任伟新,阮毅.土木工程结构损伤诊断研究进展[J].土木工程学报,2003,36(5):105-110.
[4]Rytter A.Vibration Based Inspection of Civil Engineering Structures[D].[Ph.D.dissertation]:Aalborg University,Denmark,1993.
[5]Farrar C R,Worden K.An Introduction to Structural HealthMonitoring[J].Phil.Trans.R.Soc.,2007,365:303-315.
[6]Giraldo D F.A Structural Health Monitoring Frame-work for CivilStructures[D]:[Ph.D.dissertation].Washington University,SaintLouis,Missouri,USA,2006.
[7]Humar J,Bagchi A,Xu H.Performance of Vibration-basedTechniquesfor the Identification of Structural Damage[J].StructuralHealth Monitoring,2006,5(3):215-241.
[8]Yan YJ,Cheng L,Wu Z Y,et al.Develoment in Vibration-basedStructural Damage Detection Technique[J].Mechanical Systems andSignal Processing,2007,21:2198-2211.
[9]Sophia H,Karolos H.Damage Detection Using Impulse Response[J].Nonlinear Analysis,Theory,Methods&Applications,1997,30(8):4 757-4 764.
[10]Pandey A K,Biswas M,Samman M M.Damage Detection fromChanges in Curvature Model Shapes[J].Journal of Sound andVibration,1991,145(2):321-332.
[11]Pandey A K,Biswas M.Damage Detection in Structures UsingChanges in Flexibility.Journal of Sound and Vibration,1994,169(1):3-17.
[12]Bernal D.Load Vectors for Damage Localization[J].Journal ofEngineering Mechanics,ASCE,2002,128(1):7-14.
[13]Gao Y,Spencer Jr B F,Bernal D.Experimental Verification of theFlexibility-based Damage Locating Vector Method[J].Journal ofEngineering Mechanics,ASCE,2007,133(10):1043-1049.
[14]Hadjileontiadis L J,Douka E,Trochidis A.Fractal DimensionAnalysisfor Crack Identification in Beam Structures[J].MechanicalSystems and Signal Processing,2005,19(3):659-674.
[15]Zhang Z,Aktan A E.Application of Modal Flexibility and itsDerivatives in Structural Identification[J].Researchin NondestructiveEvaluation,1998,10(1):43-61.
[16]Wu D,LawSS.Damagelocalizationin Plate StructuresfromUniformLoad Surface Curvature[J].Journal of Sound and Vibration,2004,276:227-244.
[17]Wang J,Qiao P.Improved Damage Detection for Beam-typeStructures Using a Uniform Load Structure[J].Structural Healthmonitoring,2007,6(2):99-110.
[18]Yang J N,Lei Y,Lin S,et al.Hilbert-Huang Based Approach forStructural Damage Detection[J].Journal of Engineering Mechanics,ASCE,2004,130(1):85-95.
[19]Ma T W,Yang HT,Chang C C.Structural Damage Diagnosis andAssessment under Seismic Excitations[J].Journal of EngineeringMechanics,ASCE,2005,131(10):1036-1045.
[20]Park S,Bolton R W,Stubbs N.Blind Test Resultsfor NondestructiveDamage Detection in a Steel Frame[J].Journal of StructuralEngineering,ASCE,2006,132(5):800-809.
[21]Jaishi B,Ren W X.Damage Detection by Finite Element ModelUpdating Using Modal Flexibility Residual[J].Journal of Sound andVibration,2006,290:369-387.
[22]Yuen K,Beck J L,Katafygiotis L S.Efficient Model Updating andHealth Monitoring Methodology using Incomplete Modal Data WithoutMode Matching[J].Structural Control and Health Monitoring,2006,13:91-107.
[23]Messina A,Williams E J,Contursi T.Structural Damage Detectionby a Sensitivity and Statistical-based Method[J].Journal of Sound andVibration,1998,216(5):791-808.
[24]Sohn H,Czarnecki J A,Farrar C R.Structural Health MonitoringUsing Statistical Process Control[J].Journal of StructuralEngineering,ASCE,2000,126(11):1356-1363.
[25]Bodeux J B,Golinval J C.Application of ARMAV Models to theIdentification and Damage Detection of Mechanical and CivilEngineering Structures[J].Smart Materials and Structures,2001,10:479-489.
[26]Lam H F,Katafygiotis L S,Mickleborough N C.Application ofStatistical Model Updating Approach on Phase I of the IASC-ASCEStructural Health Monitoring Benchmark Study[J].Journal ofEngineering Mechanics,ASCE,2004,130(1):34-48.
[27]Erdogan A,Mahmoud M R T,David S E,et al.Damage PatternRecognition for Structural Health Monitoring Using Fuzzy SimilarityPrescription[J].Computer-Aided Civil andInfrastructure Engineering,2006,21:549-560.
[28]Newland D E.Wavelet Analysis of Vibration.Part 1:theory[J].Journal of Vibration and Acoustics,1994,116:409-416.
[29]Staszewski WJ.Structural and Mechanical Damage Detection UsingWavelets[J].The Shock and Vibration Digest,1998,30(6):457-472.
[30]Wang Q,Deng X.Damage Detection with Spatial Wavelets[J].Insternational Journal of Solids and Structures,1999,36:3443-3468.
[31]李宏男,孙鸿敏.小波分析在土木工程领域中的应用[J].世界地震工程,2003,19(2):16-22.
[32]Sun Z,Chang C C.Structural Damage Assessment Based on WaveletPacket Transform[J].Journal of Structural Engineering,ASCE,2002,128(10):1354-1361.
[33]Barai S V,Pandey P C.Time-delay Neural Networks in DamageDetection of Railway Bridges[J].Advances in Engineering Software,1997,28:1-10.
[34]Masri S F,Smyth A W,Chassiakos A G,et al.Application ofNueural Networks for Detection of Changes in Nonlinear Systems[J].Journal of Engineering Mechanics,ASCE,2000,126(7):666-676.
[35]Fang X,Luo H,Tang J.Structural Damage Detection Using NeuralNetwork with Learning Rate Improvement[J].Computers andStructures,2005,83:2150-2161.
[36]Adeli H,Jiang X.Dynamic Fuzzy Wavelet Neural Network Model forStructural SystemIdentification[J].Journal of Structural Engineering,ASCE,2006,132(1):102-111.
[37]Perera R,Torres R.Structural Damage Detection Via Modal Datawith Genetic Algorithms[J].Journal of Structural Engineering,ASCE,2006,132(9):1491-1501.
[38]Sanayei M,Onipede O.Damage Assessment of Structure Using StaticTest Data[J].AIAAJournal,1991,29(7):1174-1179.
[39]banan Mo R,Banan Ma R,Hjelmstad K D.Parameter Estimation ofStructuresfromStatic Response.Ⅰ:Computational aspects[J].Journalof Structural Engineering,1994,120(11):3243-3258.
[40]Hjelmstad K D,Shin S.Damage Detection and Assessment ofStructures from Static Response[J].Journalf of EngineeringMechanics,1997,123(6):568-576.
[41]Sanayei M,Saletnik MJ.Parameter Estimation of Structures fromStatic Strain Measurements.I:Formulation[J].Journal of StructuralEngineering,1996,122(5),555-562.
[42]Sanayei M,Saletnik MJ.Parameter Estimation of Structures fromStatic Strain Measurements.Ⅱ:Error Sensitivity Analysis[J].Journalof Structural Engineering,1996,122(5):563-572.
[43]Liu P L,Chian C C.Parameteric Identification of Truss StructuresUsing Static Strains[J].Journal of Engineering Mechanics,1997,123(7):927-933.
[44]Chou J H,Ghaboussi J.Genetic Algorithmin Structural DamageDetection[J].Computers&Structures,2001,79(14):1335-1353.
[45]Shenton H W,ⅢHu X.Damage Identification Based on Dead LoadRedistribution:Methodology[J].Journal of Structural Engineering,ASCE,2006,132(8):1254-1263.
[46]Park H S,Lee H M,Adeli H.A New Approach for HealthMonitoring of Structures:Terrestrial Laser Scanning[J].Computer-Aided Civil and Infrastructure Engineering,2007,22:19-30.
[47]Shah S P,Popovics J S,SubramaniamKV,et al.NewDirectionsinConcrete Health Monitoring Technology[J].Journal of EngineeringMechanics,ASCE,2000,126(7):754-760.
[48]Victor G,Adrian C.Embedded Nondestructive Evaluation forStructural Health Monitoring,Damage Detection,and FailurePrevention[J].The Shock and Vibration Digest,2005,37(2):83-105.
[49]Raghavan A,Cesnik C ES.Reviewof Guided-wave Structural HealthMonitoring[J].The Shock and Vibration Digest,2007,39(2):91-114.
[50]Gao Y,Spencer Jr B F,Ruiz-Sandoval ME.Distributed COmputingStrategyfor Structural Health Monitoring[J].Structural COntrol andHealth Monitoring,2006,13:488-507.
[51]Ruiz-sandoval M,nagyama T,Spencer Jr B F.Sensor DevelopmentUsing Berkeley Mote Platform[J].Journal of EarthquakeEngineering,2006,10(2):289-309.
[52]Spencer Jr B F,Ruiz-Sandoval M E,Kurata N.Smart SensingTechnology:Opportunities and Challenges[J].Structural Control andHealth Monitoring,2004,11:349-368.
[53]LynchJ P,Loh KJ.A Summary Review of Wireless Sensors andSensor Networks for Structural Health Monitoring[J].The Shock andVibration Digest,2006,38(2):91-128.
[54]Gu H,Zhao Y,Wang ML.A Wireless Smart PVDF Sensor forStructural Health Monitoring[J].Structural Control and HealthMonitoring,2005,12:329-343.
[55]Sodano HA,Inman DJ,Part G.AReviewof Power HarvestingfromVibration Using Piezoelectric Materials[J].The Shock and VibrationDigest,2004,36(3):197-205.
[56]Farrar C R,Lieven NAJ.Damage Prognosis:the Future of StructuralHealth Monitoring[J].Phil.Trans.R.Soc.,2007,365:623-632.
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