基于振动的土木工程结构健康监测研究进展
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摘要
阐述了实施土木工程结构健康监测的必要性和迫切性,介绍了实施基于振动的结构健康监测的程序． 重点讨论了传感器的优化布置、损伤识别方法等健康监测中的关键问题．
Evaluation of civil engineering structures' health has become a concerned problem and a key research issue to civil engineers. The necessity and the urgency to implement structural health monitoring in civil engineering are introduced. The structural health monitoring systems must be applied specific. The process of vibration - based structural health monitoring is presented. On the basis of reviewing the researches on vibration - based structural health monitoring, several key issues related to the structural health monitoring, such as optimal sensor placement and damage identification, are focused on. Finally this paper points out future studies and application efforts in these aspects.
Evaluation of civil engineering structures' health has become a concerned problem and a key research issue to civil engineers. The necessity and the urgency to implement structural health monitoring in civil engineering are introduced. The structural health monitoring systems must be applied specific. The process of vibration - based structural health monitoring is presented. On the basis of reviewing the researches on vibration - based structural health monitoring, several key issues related to the structural health monitoring, such as optimal sensor placement and damage identification, are focused on. Finally this paper points out future studies and application efforts in these aspects.
引文
[1] 谢强、薛松涛．土木工程结构健康监测的研究现状与进展[J]．中国科学基金,2001(5):285-288．
[2] Farrar C R. Damage detection and evaluation Ⅱ[J] . Modal Analysis and Testing, 1999: 345 - 378.
[3] 刘正光,黄启远桥梁结构健康监测系统[A]．第13届全国桥梁学术会议论文集[C]．上海:[s．n],1998．53-63
[4] Duffey T A, Doebling S W, Farrar C R, et al. Vibration- based damage identification in structures exhibiting axial and torsional response[J] . Journal of Vibration and Acoustics, 2001, 123: 84 - 91 .
[5] Charles R Farrar, Hoon Sohn, Michael L, et al. Integrated structural health monitoring[A]. Proc SPIE[C]. CA Newport Beach, 2001,4335:1-8.
[6] Cattan E. Piezoelectric properties of PZT films for microcanlilevers[J] . Sensors and Actuators A: Physical, 1999, 74(1-3) : 60 -64.
[7] Daniel W Stinemates. Charles R Farrar, Sohn H, et al. Structural health monitoring system design using finite element analysis [A]. Proc SPIE[C]. San Diego: [s. n. ], 2002, 4 702: 169-178.
[8] 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．
[9] 崔飞,袁万城,史加钧．传感器优化布设在桥梁健康监测中的应用[J]．同济大学学报,1999,27(2):165-169．
[10] 刘福强,张令弥.作动器／传感器优化配置的研究进展[J]．力学进展,2000,30(4):506-516．
[11] Papadopoulos M. Garcia E. Sensor placement methodologies for dynamic testing[J]. AIAA, 1998, 36(2): 256-263
[12] Rammer D C. Sensor placement for on - orbit modal identification and correlation of large space structure[J] . Journa of guidance, Control and Dynamics, 1991, 14(9): 251-259.
[13] O'callahan J. A Procedure for an Improved Reduced System(IRS) model [A] . Proceedings of the 7lh International Modal Analysis Conference[C] . NY: Union College Press, 1989. 17 - 21 .
[14] 李宏南,李东升．土木工程结构安全性评估、健康监测及诊断评述[J]．地震工程与工程振动,2002,22(3):82- 90．
[15] Kim S H. Transmission/reflection - type hybrid extrinsic fabry - perot interferometric optical fiber sensors[A] . Smart Structures and Materials[C] . San Diego: [s.n.] , 2002. 4694 - 4743 .
[16] Jha A. Optimal placement of piezoelectric actuators and sensors on an inflated toroidal shell[A] . NDF for Health Monitoring and Diagnostic[C]. San Diego:[s.n.], 2002.4701-4762.
[17] Richandson A, Abdullah M M, Florida A, et al. Sensor/actuators placement on civil structures using a real coded genetic algorithm [A]. Smart Structures end Materials[C] . San Diego: [s.n.], 2002.4696-4730.
[18] Penny J F, Friswell M I, Garvey S D. Automatic choice of measurement location for dynamic testing[J] . AIAA Journa , 1994, 32(2): 407-414.
[19] Liu Z, Wang D, Hu H, et al. Measures of modal controllability and observability in vibration control of flexible structuies[J] . J Guidance, 1989, 17(6) : 1377-1380.
[20] Scott W Doebling. Charles R Farrar, Michael B Prime, et al. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review[R] . New Mexico: Los Alamos Natioral Laboratory Report, 1996.1-127.
[21] Farrar C R, Baker W E,Bell T M, et al. Dynamic characterization and damage detection in the 1-40 bridge over the r o grande [R] . New Mexico: Los Alamos National Laboratory Report, 1994,1-8.
[22] Salawu O S, Williams C. Structural damage detection using experimental modal analysis - a comparison of some methods[A] . Proc of 11th International Modal Analysis Conference [C]. Orlando: [s.n.], 1993.254-260.
[23] Aktan A E,Lee K L,Chuntavan C, et al. Modal testing for structural identification and condition assessment of construcied facilities [A]. Proc of 12th International Modal Analysis Conference[C] . Honolulu: [s.n.], 1994.462-468.
[24] Stubbs N, Kim J T. Farrar C R. Field verification of a nondestructive damage localization and severity estimation algoritam[A] . Proc 13th International Modal Analysis Conference[C] . Nashville: [s.n.],1995. 210-218
[25] Pandey A K, Biswas M. Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration, 1994: 3 -17
[26] Stubbs N, Osegueda R. Global non - destructive damage evaluation in solids, modal analysis[J] . The International Journal of Analytical and Experimental Modal Analysis, 1990, 5(2):67-79.
[27] Doebling S W. Minimum - rank optimal update of elemental stiffness parameters for structural damage identification [J]. AIAA Journal, 1996, 34(12): 2615-2621.
[28] Kim H M, Hyoung M, Bartkowicz, et al. A two- step structural damage detection approach with limited instrumentation[J] . Journal of Vibration and Acoustics, 1997 , 119(2) : 258 - 264 .
[29] Lim T W. Structural damage detection using constrained eigenstructure assignment[J] . Journal of Guidance, Control, and Dynamics, 1995, 18(3): 411 -418.
[30] Kudva J, Mumnir N, Tan P. Damage detection in smart structures using neural networks and finite element analysis[A] . Proc of ADPA/AIAA/ASME/SPIE Conference on Active Materials and Adaptive Structures[C] . Alexanderia VA:[s.n.], 1991. 559 -562.
[31] Leath W J, Zimmerman D C. Analysis of neural network supervised training with application to structural damage detection[A]. Damage and Control of Large Structures, Proc of the 9th VPI&SU Symposium[C]. Blacksburg VA: [s.n.],1993. 583-594.
[32] Szewczyk P Z, Hajela P. Damage detection in structures based on feature - sensitive neural networks[J] . ASCE Journal of Computing in Civil Engineering, 1994, 8(2): 163 - 178.
[33] Klenke S E, Paez T L. Damage identification with probabilistic neural networks[A] . Proc the 14th International Modal Analysis Conference[C] . Dearborn: [s.n.], 1996. 99-104.
[34] Amaravadi V, Rao V S, Mitchell K, et al. Structural integrity monitoring of composite patch repairs using wavelet analysis and neural network[A]. NDE for Health Monitoring and diagnostics[C] . San Diego:[s.n.], 2002. 4701-4717.
[35] Carlin R A, Garcia E. Parameter optimization of a genetic algorithm for structural damage detection[A]. Proc of the 14th International Modal Analysis Conference[C] . Dearborn: [s.n.] , 1996. 1 292- 1 298.
[36] Koh C G, Zhao S L, Liaw C Y. Non - destructive parameter identification of structures[A] . NDE for Health Monitoring and Diagnostics [C] . San Diego: [s.n.], 2002. 4704.
[37] 易伟健,刘霞．结构损伤诊断的遗传算法研究[J]．系统工程理论与实践,2001(5):114-118．
[38] Hou Z, Noon M, Amand R St. Wavelet - based approach for structural damage detection[J]. ASCE Journal of Engineering Mechanics, 2000, 126(7): 677-683.
[39] Hou Z, Noori M. Wavelet- based approach for ASCE structural health monitoring benchmark studies[A] . Proceedings of the 3rd International workshop on Structural Health Monitoring[C]. Stanford:Stanford University, 2001 . CD Version.
[40] 李宏男,孙鸿敏．基于小波分析和神经网络的框架结构损伤诊断方法[J]．地震工程与工程振动,2003,23(5): 141-148．
[2] Farrar C R. Damage detection and evaluation Ⅱ[J] . Modal Analysis and Testing, 1999: 345 - 378.
[3] 刘正光,黄启远桥梁结构健康监测系统[A]．第13届全国桥梁学术会议论文集[C]．上海:[s．n],1998．53-63
[4] Duffey T A, Doebling S W, Farrar C R, et al. Vibration- based damage identification in structures exhibiting axial and torsional response[J] . Journal of Vibration and Acoustics, 2001, 123: 84 - 91 .
[5] Charles R Farrar, Hoon Sohn, Michael L, et al. Integrated structural health monitoring[A]. Proc SPIE[C]. CA Newport Beach, 2001,4335:1-8.
[6] Cattan E. Piezoelectric properties of PZT films for microcanlilevers[J] . Sensors and Actuators A: Physical, 1999, 74(1-3) : 60 -64.
[7] Daniel W Stinemates. Charles R Farrar, Sohn H, et al. Structural health monitoring system design using finite element analysis [A]. Proc SPIE[C]. San Diego: [s. n. ], 2002, 4 702: 169-178.
[8] 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．
[9] 崔飞,袁万城,史加钧．传感器优化布设在桥梁健康监测中的应用[J]．同济大学学报,1999,27(2):165-169．
[10] 刘福强,张令弥.作动器／传感器优化配置的研究进展[J]．力学进展,2000,30(4):506-516．
[11] Papadopoulos M. Garcia E. Sensor placement methodologies for dynamic testing[J]. AIAA, 1998, 36(2): 256-263
[12] Rammer D C. Sensor placement for on - orbit modal identification and correlation of large space structure[J] . Journa of guidance, Control and Dynamics, 1991, 14(9): 251-259.
[13] O'callahan J. A Procedure for an Improved Reduced System(IRS) model [A] . Proceedings of the 7lh International Modal Analysis Conference[C] . NY: Union College Press, 1989. 17 - 21 .
[14] 李宏南,李东升．土木工程结构安全性评估、健康监测及诊断评述[J]．地震工程与工程振动,2002,22(3):82- 90．
[15] Kim S H. Transmission/reflection - type hybrid extrinsic fabry - perot interferometric optical fiber sensors[A] . Smart Structures and Materials[C] . San Diego: [s.n.] , 2002. 4694 - 4743 .
[16] Jha A. Optimal placement of piezoelectric actuators and sensors on an inflated toroidal shell[A] . NDF for Health Monitoring and Diagnostic[C]. San Diego:[s.n.], 2002.4701-4762.
[17] Richandson A, Abdullah M M, Florida A, et al. Sensor/actuators placement on civil structures using a real coded genetic algorithm [A]. Smart Structures end Materials[C] . San Diego: [s.n.], 2002.4696-4730.
[18] Penny J F, Friswell M I, Garvey S D. Automatic choice of measurement location for dynamic testing[J] . AIAA Journa , 1994, 32(2): 407-414.
[19] Liu Z, Wang D, Hu H, et al. Measures of modal controllability and observability in vibration control of flexible structuies[J] . J Guidance, 1989, 17(6) : 1377-1380.
[20] Scott W Doebling. Charles R Farrar, Michael B Prime, et al. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review[R] . New Mexico: Los Alamos Natioral Laboratory Report, 1996.1-127.
[21] Farrar C R, Baker W E,Bell T M, et al. Dynamic characterization and damage detection in the 1-40 bridge over the r o grande [R] . New Mexico: Los Alamos National Laboratory Report, 1994,1-8.
[22] Salawu O S, Williams C. Structural damage detection using experimental modal analysis - a comparison of some methods[A] . Proc of 11th International Modal Analysis Conference [C]. Orlando: [s.n.], 1993.254-260.
[23] Aktan A E,Lee K L,Chuntavan C, et al. Modal testing for structural identification and condition assessment of construcied facilities [A]. Proc of 12th International Modal Analysis Conference[C] . Honolulu: [s.n.], 1994.462-468.
[24] Stubbs N, Kim J T. Farrar C R. Field verification of a nondestructive damage localization and severity estimation algoritam[A] . Proc 13th International Modal Analysis Conference[C] . Nashville: [s.n.],1995. 210-218
[25] Pandey A K, Biswas M. Damage detection in structures using changes in flexibility[J].Journal of Sound and Vibration, 1994: 3 -17
[26] Stubbs N, Osegueda R. Global non - destructive damage evaluation in solids, modal analysis[J] . The International Journal of Analytical and Experimental Modal Analysis, 1990, 5(2):67-79.
[27] Doebling S W. Minimum - rank optimal update of elemental stiffness parameters for structural damage identification [J]. AIAA Journal, 1996, 34(12): 2615-2621.
[28] Kim H M, Hyoung M, Bartkowicz, et al. A two- step structural damage detection approach with limited instrumentation[J] . Journal of Vibration and Acoustics, 1997 , 119(2) : 258 - 264 .
[29] Lim T W. Structural damage detection using constrained eigenstructure assignment[J] . Journal of Guidance, Control, and Dynamics, 1995, 18(3): 411 -418.
[30] Kudva J, Mumnir N, Tan P. Damage detection in smart structures using neural networks and finite element analysis[A] . Proc of ADPA/AIAA/ASME/SPIE Conference on Active Materials and Adaptive Structures[C] . Alexanderia VA:[s.n.], 1991. 559 -562.
[31] Leath W J, Zimmerman D C. Analysis of neural network supervised training with application to structural damage detection[A]. Damage and Control of Large Structures, Proc of the 9th VPI&SU Symposium[C]. Blacksburg VA: [s.n.],1993. 583-594.
[32] Szewczyk P Z, Hajela P. Damage detection in structures based on feature - sensitive neural networks[J] . ASCE Journal of Computing in Civil Engineering, 1994, 8(2): 163 - 178.
[33] Klenke S E, Paez T L. Damage identification with probabilistic neural networks[A] . Proc the 14th International Modal Analysis Conference[C] . Dearborn: [s.n.], 1996. 99-104.
[34] Amaravadi V, Rao V S, Mitchell K, et al. Structural integrity monitoring of composite patch repairs using wavelet analysis and neural network[A]. NDE for Health Monitoring and diagnostics[C] . San Diego:[s.n.], 2002. 4701-4717.
[35] Carlin R A, Garcia E. Parameter optimization of a genetic algorithm for structural damage detection[A]. Proc of the 14th International Modal Analysis Conference[C] . Dearborn: [s.n.] , 1996. 1 292- 1 298.
[36] Koh C G, Zhao S L, Liaw C Y. Non - destructive parameter identification of structures[A] . NDE for Health Monitoring and Diagnostics [C] . San Diego: [s.n.], 2002. 4704.
[37] 易伟健,刘霞．结构损伤诊断的遗传算法研究[J]．系统工程理论与实践,2001(5):114-118．
[38] Hou Z, Noon M, Amand R St. Wavelet - based approach for structural damage detection[J]. ASCE Journal of Engineering Mechanics, 2000, 126(7): 677-683.
[39] Hou Z, Noori M. Wavelet- based approach for ASCE structural health monitoring benchmark studies[A] . Proceedings of the 3rd International workshop on Structural Health Monitoring[C]. Stanford:Stanford University, 2001 . CD Version.
[40] 李宏男,孙鸿敏．基于小波分析和神经网络的框架结构损伤诊断方法[J]．地震工程与工程振动,2003,23(5): 141-148．
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