残余力向量法在结构损伤识别中的应用研究进展
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摘要
工程结构的损伤识别技术对于把握结构工作状态及评估结构的安全性与正常使用性能具有重要的意义。近年来基于残余力向量法的损伤识别技术受到了关注并取得了一定的研究成果。文章从基于残余力向量法的损伤识别技术、残余力向量法和灵敏度分析方法相结合、残余力向量法的改进、残余力向量法和人工神经网络技术的结合、残余力向量法和智能算法的融合等5个方面综述了目前国内外基于残余力向量法进行结构损伤识别研究的成果。并根据残余力向量法应用上存在的问题展望了应用残余力向量法进行结构损伤识别时在如何减小误差;如何克服测试信息不完备的影响;如何进行实际工程损伤识别的研究以及残余力向量法的改进以及残余力向量法和智能算法结合等方面的发展趋势。
In engineering the structure damage identification technology is of great significance to grasp structure working condition and to assess its safety and normal service performance.In recent years,the method based on residual force vector(RFV) and applied in structure damage identification has been concerned and some achievements were achieved.This paper summarized the achievements of RFV method and applications in structure damage identification from following 5 aspects,including RFV method,combined RFV with sensitivity analysis method,improved RFV method,combined RFV with artificial neural network technology,compromised RFV and intelligent algorithm.According to the problems emerged from the application of RFV used in structural damage identification,the development trend of RFV method was predicted,such as the error reduction,the overcoming of influences of incomplete measurements data,the application of RFV in actual project,the improvement of RFV,the combining of RFV method with other intelligence algorithms and so on.
In engineering the structure damage identification technology is of great significance to grasp structure working condition and to assess its safety and normal service performance.In recent years,the method based on residual force vector(RFV) and applied in structure damage identification has been concerned and some achievements were achieved.This paper summarized the achievements of RFV method and applications in structure damage identification from following 5 aspects,including RFV method,combined RFV with sensitivity analysis method,improved RFV method,combined RFV with artificial neural network technology,compromised RFV and intelligent algorithm.According to the problems emerged from the application of RFV used in structural damage identification,the development trend of RFV method was predicted,such as the error reduction,the overcoming of influences of incomplete measurements data,the application of RFV in actual project,the improvement of RFV,the combining of RFV method with other intelligence algorithms and so on.
引文
[1]Zi mmerman D C,Kaouk M.Structural damage detection in beam structures using a subspace rotation algorithm[J].AIAAJournal,1992,34(12):2341-2350.
[2]Zi mmerman D C.Eigenstructure assignment approach for structural damage detection[J].AIAAJournal,1992,30(7):1848-1855.
[3]Kahl K,Sirkis J S.Damage detection in beam structures using subspace rotation algorithm with strain data[J].AIAAJournal,1996,34(12):2609-2614.
[4]John B K,James M R.Damage detection in structures by modal vibration characterization[J].J.Struct.Engrg,1999,125(12),1384-1392.
[5]Li m,Tae W,Kashangaki,Thomas A L.Structural damage detection of space truss structures using best achievableeigenvectors[J].AIAAJournal,1994,32(5):1049-1057.
[6]Baruh H,Ratan S.Damage detectionin flexible structures[J].Journal of Sound and Vibration,1993,166:21-30.
[7]Ma G,Lui,Eric M.Structural damage identification using system dynamic properties[J].Computers andStructures,2005,83(27):2185-2196.
[8]Fukunaga Hisao,Kameyama Masaki,Ogi Yoshiro.Damage identification of laminated composite structures basedon dynamic residual forces[J].Advanced Composite Materials,2001,10(2-3):209-218.
[9]Lopez,Frank P,Zi mmerman,David C.Structural damage localization using element signature recognition[J].AIAAJournal,2007,45(1):71-78.
[10]Ricles J M,Kosmatka J B.Damage detection in elastic structures using vibration residual forces and weightedsensitivity[J].AIAAJournal,1992,30:2310-2316.
[11]周先雁,沈蒲生,易伟建.混凝土平面杆系结构破损评估理论及试验研究[J].湖南大学学报,1995,22(4):104-109(Zhou Xianyan,Shen Pusheng,Yi Weijian.Theory and test research on damage assessment of concrete planeframed structures[J].Journal of Hunan University,1995,22(4):104-109(in Chinese))
[12]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 concretes structures byvibration parmenter identification technique[J].China Civil Engineering Journal,1998,31(2):39-45(inChinese))
[13]王中要,郭秀文,王珂,柴文广.用残余力向量进行连续梁损伤诊断[J].昆明理工大学学报,2000,25(5):64-67(Wang Zhongyao,Guo Xiuwen,Wang Ke,Chai Wengguang.Damage Diagnosis research for Continuous BeamBased on Residual Force Vector[J].Journal of Kunming University of Science and Technology,2000,25(5):64-67(in Chinese))
[14]Sheinman I.Damage detection and updating of stiffness and mass matrices using mode date[J].Computers andStructures,1996,59(1):149-156.
[15]张向东.基于振动的损伤检测方法的理论和实验研究[D].太原:太原理工大学硕士学位论文,2002(ZhangXiangdong.Theoretical and experi mental studies of the damage detection by the vibration method[D].Taiyuan:Taiyuan University of Technology,2002(in Chinese))
[16]刘济科,杨秋伟.基于残余力向量的结构损伤识别两步法[J].中山大学学报,2004,43(4):1-4(Liu Jike,YangQiuwei.A Two-step method for structural damage identification based on residual force vector[J].ActaScientiarum Naturalium Universitatis Sunyatseni,2004,43(4):1-4(in Chinese))
[17]刘济科,杨秋伟,邹铁方.结构损伤识别中的模型缩聚问题[J].中山大学学报,2006,45(1):1-4(Liu Jike,YangQiuwei,Zou Tiefang.On the Model Reduction Techniques in Structural Damage Identification[J].ActaScientiarum Naturalium Universitatis Sunyatseni,2006,45(1):1-4(in Chinese))
[18]杨秋伟,刘济科.损伤识别一种改进的残余力向量法[J].固体力学学报,2006,27(1):83-85(YANG Qiuwei,LI UJike.An I mproved Method for Structural Damage Identification Based on Residual Force Vector[J].ActaMechanica Solida Sinica,2006,27(1):83-85(in Chinese))
[19]于德介,雷慧.一种基于神经网络的结构参数识别方法[J].湖南大学学报,1999,26(4):39-44(Yu Dejie,Lei Hui.A method for structural parameters identification using neural networks[J].Journal of Hunan University,1999,26(4):39-44(in Chinese))
[20]黄东梅.高耸塔架结构节点损伤的两步诊断法[D].武汉:武汉理工大学硕士学位论文,2003(Huang Dongmei.Two-step detection approach to joint damage in high-rise tower structures[D].Wuhan:Wuhan University ofTechnology,2003(in Chinese))
[21]瞿伟廉,黄东梅.高耸塔架结构节点损伤基于神经网络的两步诊断法[J].地震工程与工程振动,2003,23(2):143-149(Qu Weilian,Huang Dongmei.Two-step detection approachtojoint damagein high-rise tower structures byusing artificial neural network[J].Earthquake Engineering and Engineering Vibration,2003,23(2):143-149(inChinese))
[22]瞿伟廉,黄东梅.大型复杂结构的两阶段损伤诊断方法[J].世界地震工程,2003,19(2):72-78(Qu Weilian,Huang Dongmei.Two-step damage diagnosis methods of large and complex structures[J].World Information OnEarthquake Engineering,2003,19(2):72-78(in Chinese))
[23]Soonyoung Hong.An effective data mining approach for structure damage identification[D].The Ohio StateUniversity,2007.
[24]Soonyoung Hong,Herman Shen M H.A novel online structure damage identification using Principal ComponentAnalysis[C].Processing of 2007 ASME Power Conference,2007:367-374.
[25]Mares C,Surace C.An application of genetic algorithms to identify damage in elastic structures[J].Journal ofSound and Vibration,1996,195(2):195-215.
[26]Chou Junghuai,Ghaboussi J.Genetic algorithmin structural damage detection[J].Computers&Structures,2001,79(14):1335-1353.
[27]Kaazem M,Ramin N.Structural damage detection by genetic algorithms.AIAA Journal,2002,40(7):1395-1401.
[28]Ananda R M,Srinivas J,Murthy B S N.Damage detection in vibrating bodies using genetic algorithms[J].Computers and Structures.2004,82(11-12):963-968.
[29]Ricardo P,Ronald T.Structural damage detection via modal data with genetic algorithms[J].J.Struct.Engrg.,2006,132(9):1491-1501.
[30]王爱文.建筑结构动力特性参数反演方法研究[D].昆明:昆明理工大学硕士学位论文,2002(Wang Ai wen.Methods and Research of Inverse Problems about Structural Parameters of Dynamic Behaviors[D].Kunming:Kunming University of Science and Technology,2002(in Chinese))
[31]He Rongsong,Huang Shunfa.Damage detection by an adaptive real-parameter si mulated annealing geneticalgorithm[J].Computers&Structures,2006,84(31-32):2231-2243.
[32]孔凡.基于遗传算法的结构健康监测[D].武汉:武汉理工大学硕士学位论文,2006(Kong Fan.Structure healthmonitoring using genetic algorithms[D].Wuhan:Wuhan University of Science and Technology,2006(in Chinese))
[33]袁颖,林皋,柳春光,周爱红.遗传算法在结构损伤识别中的应用研究[J].防灾减灾工程学报,2005,25(4):369-374(Yuan Ying,Lin Gao,Liu Chunguang,Zhou Aihong.Study on an application of genetic algorithmto damageidentification[J].Journal of Disaster Prevention and Mitigation Engineering,2005,25(4):369-374(in Chinese))
[34]袁颖,林皋,闫东明,周爱红.基于残余力向量法和改进遗传算法的结构损伤识别研究[J].计算力学学报,2007,24(2):224-230(Yuan Ying,Lin Gao,Yan Dongming,Zhou Aihong.Study on structural damage identificationbased on residual force method and i mproved genetic algorithm[J].Chinese Journal of Computational Mechanics,2007,24(2):224-230(in Chinese))
[35]袁颖,林皋,周爱红,闰东明.基于改进遗传算法的桥梁结构损伤识别应用研究[J].应用力学学报,2007,24(2):186-190(YUAN Ying,LIN Gao,ZHOU Aihong,YAN Dongming.I mproved Genetic Algorithm for BridgeDamage Detection[J].Chinese Journal of Applied Mechanics,2007:24(2):186-190(in Chinese))
[36]于繁华.基于计算智能技术的桥梁结构损伤识别研究[D].长春:吉林大学博士学位论文,2008(Yu Fanhua.Research on Detecting Damage of Bridge Structure Based on Computational Intelligence[D].Changchun:JilinUniversity,2008(in Chinese))
[37]Yun GJ,Ogorzalek K A,Dyke S J,Song W.Astructural damage detection method based on subset selection andevolutionary computation[C].Proceedings of the 2008 Structures Congress,2008:24-26.
[38]Li C,Smith S W.Hybrid approach for damage detection in flexible structures[J].Journal of Guidance,Controland Dynamics,1995,18(3):419-425.
[39]张祯.基于应变频响函数的结构损伤识别[D].武汉:武汉理工大学硕士学位论文,2005(Zhang Zhen.StructuralDamage Identification Using Strain Frequency Response Function(SFRF)Based Method[D].Wuhan:WuhanUniversity of Science and Technology,2005(in Chinese))
[40]Wang Bo,He Wei.A New Method Based on Matrix Perturbation and I mproved Residual Force Vector forStructural Damage Detection[C].Processings of 2nd IEEE International Conference on Computer Science andInformation Technology,2009,3:61-64.
[41]He Wei,He Rong,Li Yawei.Research on Damage Orientation by General Residual Force Vector and itsI mplementation[C].Processing of 2009 I International Conference on Mechanical and Electrical Technology,2009:227-232.
[42]Bahlous S E,Abdelghani M,Smaoui H.A modal filtering and statistical approach for damage detection anddiagnosis in structures using ambient vibrations measurements[J].Journal of Vibration and Control,2007,13(3):281-308.
[43]Paul Williams.Structural damage detection from transient responses using square-root unscented filtering[J].Acta Astronautica,2008,63(11-12),1259-1272.
[44]李晶.结构损伤识别几种方法的比较[D].长春:吉林大学硕士学位论文,2008(Li Jing.Comparison of SeveralMethods for Detecting Damage of Structures[D].Changchun:Jilin University,2008(in Chinese))
[2]Zi mmerman D C.Eigenstructure assignment approach for structural damage detection[J].AIAAJournal,1992,30(7):1848-1855.
[3]Kahl K,Sirkis J S.Damage detection in beam structures using subspace rotation algorithm with strain data[J].AIAAJournal,1996,34(12):2609-2614.
[4]John B K,James M R.Damage detection in structures by modal vibration characterization[J].J.Struct.Engrg,1999,125(12),1384-1392.
[5]Li m,Tae W,Kashangaki,Thomas A L.Structural damage detection of space truss structures using best achievableeigenvectors[J].AIAAJournal,1994,32(5):1049-1057.
[6]Baruh H,Ratan S.Damage detectionin flexible structures[J].Journal of Sound and Vibration,1993,166:21-30.
[7]Ma G,Lui,Eric M.Structural damage identification using system dynamic properties[J].Computers andStructures,2005,83(27):2185-2196.
[8]Fukunaga Hisao,Kameyama Masaki,Ogi Yoshiro.Damage identification of laminated composite structures basedon dynamic residual forces[J].Advanced Composite Materials,2001,10(2-3):209-218.
[9]Lopez,Frank P,Zi mmerman,David C.Structural damage localization using element signature recognition[J].AIAAJournal,2007,45(1):71-78.
[10]Ricles J M,Kosmatka J B.Damage detection in elastic structures using vibration residual forces and weightedsensitivity[J].AIAAJournal,1992,30:2310-2316.
[11]周先雁,沈蒲生,易伟建.混凝土平面杆系结构破损评估理论及试验研究[J].湖南大学学报,1995,22(4):104-109(Zhou Xianyan,Shen Pusheng,Yi Weijian.Theory and test research on damage assessment of concrete planeframed structures[J].Journal of Hunan University,1995,22(4):104-109(in Chinese))
[12]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 concretes structures byvibration parmenter identification technique[J].China Civil Engineering Journal,1998,31(2):39-45(inChinese))
[13]王中要,郭秀文,王珂,柴文广.用残余力向量进行连续梁损伤诊断[J].昆明理工大学学报,2000,25(5):64-67(Wang Zhongyao,Guo Xiuwen,Wang Ke,Chai Wengguang.Damage Diagnosis research for Continuous BeamBased on Residual Force Vector[J].Journal of Kunming University of Science and Technology,2000,25(5):64-67(in Chinese))
[14]Sheinman I.Damage detection and updating of stiffness and mass matrices using mode date[J].Computers andStructures,1996,59(1):149-156.
[15]张向东.基于振动的损伤检测方法的理论和实验研究[D].太原:太原理工大学硕士学位论文,2002(ZhangXiangdong.Theoretical and experi mental studies of the damage detection by the vibration method[D].Taiyuan:Taiyuan University of Technology,2002(in Chinese))
[16]刘济科,杨秋伟.基于残余力向量的结构损伤识别两步法[J].中山大学学报,2004,43(4):1-4(Liu Jike,YangQiuwei.A Two-step method for structural damage identification based on residual force vector[J].ActaScientiarum Naturalium Universitatis Sunyatseni,2004,43(4):1-4(in Chinese))
[17]刘济科,杨秋伟,邹铁方.结构损伤识别中的模型缩聚问题[J].中山大学学报,2006,45(1):1-4(Liu Jike,YangQiuwei,Zou Tiefang.On the Model Reduction Techniques in Structural Damage Identification[J].ActaScientiarum Naturalium Universitatis Sunyatseni,2006,45(1):1-4(in Chinese))
[18]杨秋伟,刘济科.损伤识别一种改进的残余力向量法[J].固体力学学报,2006,27(1):83-85(YANG Qiuwei,LI UJike.An I mproved Method for Structural Damage Identification Based on Residual Force Vector[J].ActaMechanica Solida Sinica,2006,27(1):83-85(in Chinese))
[19]于德介,雷慧.一种基于神经网络的结构参数识别方法[J].湖南大学学报,1999,26(4):39-44(Yu Dejie,Lei Hui.A method for structural parameters identification using neural networks[J].Journal of Hunan University,1999,26(4):39-44(in Chinese))
[20]黄东梅.高耸塔架结构节点损伤的两步诊断法[D].武汉:武汉理工大学硕士学位论文,2003(Huang Dongmei.Two-step detection approach to joint damage in high-rise tower structures[D].Wuhan:Wuhan University ofTechnology,2003(in Chinese))
[21]瞿伟廉,黄东梅.高耸塔架结构节点损伤基于神经网络的两步诊断法[J].地震工程与工程振动,2003,23(2):143-149(Qu Weilian,Huang Dongmei.Two-step detection approachtojoint damagein high-rise tower structures byusing artificial neural network[J].Earthquake Engineering and Engineering Vibration,2003,23(2):143-149(inChinese))
[22]瞿伟廉,黄东梅.大型复杂结构的两阶段损伤诊断方法[J].世界地震工程,2003,19(2):72-78(Qu Weilian,Huang Dongmei.Two-step damage diagnosis methods of large and complex structures[J].World Information OnEarthquake Engineering,2003,19(2):72-78(in Chinese))
[23]Soonyoung Hong.An effective data mining approach for structure damage identification[D].The Ohio StateUniversity,2007.
[24]Soonyoung Hong,Herman Shen M H.A novel online structure damage identification using Principal ComponentAnalysis[C].Processing of 2007 ASME Power Conference,2007:367-374.
[25]Mares C,Surace C.An application of genetic algorithms to identify damage in elastic structures[J].Journal ofSound and Vibration,1996,195(2):195-215.
[26]Chou Junghuai,Ghaboussi J.Genetic algorithmin structural damage detection[J].Computers&Structures,2001,79(14):1335-1353.
[27]Kaazem M,Ramin N.Structural damage detection by genetic algorithms.AIAA Journal,2002,40(7):1395-1401.
[28]Ananda R M,Srinivas J,Murthy B S N.Damage detection in vibrating bodies using genetic algorithms[J].Computers and Structures.2004,82(11-12):963-968.
[29]Ricardo P,Ronald T.Structural damage detection via modal data with genetic algorithms[J].J.Struct.Engrg.,2006,132(9):1491-1501.
[30]王爱文.建筑结构动力特性参数反演方法研究[D].昆明:昆明理工大学硕士学位论文,2002(Wang Ai wen.Methods and Research of Inverse Problems about Structural Parameters of Dynamic Behaviors[D].Kunming:Kunming University of Science and Technology,2002(in Chinese))
[31]He Rongsong,Huang Shunfa.Damage detection by an adaptive real-parameter si mulated annealing geneticalgorithm[J].Computers&Structures,2006,84(31-32):2231-2243.
[32]孔凡.基于遗传算法的结构健康监测[D].武汉:武汉理工大学硕士学位论文,2006(Kong Fan.Structure healthmonitoring using genetic algorithms[D].Wuhan:Wuhan University of Science and Technology,2006(in Chinese))
[33]袁颖,林皋,柳春光,周爱红.遗传算法在结构损伤识别中的应用研究[J].防灾减灾工程学报,2005,25(4):369-374(Yuan Ying,Lin Gao,Liu Chunguang,Zhou Aihong.Study on an application of genetic algorithmto damageidentification[J].Journal of Disaster Prevention and Mitigation Engineering,2005,25(4):369-374(in Chinese))
[34]袁颖,林皋,闫东明,周爱红.基于残余力向量法和改进遗传算法的结构损伤识别研究[J].计算力学学报,2007,24(2):224-230(Yuan Ying,Lin Gao,Yan Dongming,Zhou Aihong.Study on structural damage identificationbased on residual force method and i mproved genetic algorithm[J].Chinese Journal of Computational Mechanics,2007,24(2):224-230(in Chinese))
[35]袁颖,林皋,周爱红,闰东明.基于改进遗传算法的桥梁结构损伤识别应用研究[J].应用力学学报,2007,24(2):186-190(YUAN Ying,LIN Gao,ZHOU Aihong,YAN Dongming.I mproved Genetic Algorithm for BridgeDamage Detection[J].Chinese Journal of Applied Mechanics,2007:24(2):186-190(in Chinese))
[36]于繁华.基于计算智能技术的桥梁结构损伤识别研究[D].长春:吉林大学博士学位论文,2008(Yu Fanhua.Research on Detecting Damage of Bridge Structure Based on Computational Intelligence[D].Changchun:JilinUniversity,2008(in Chinese))
[37]Yun GJ,Ogorzalek K A,Dyke S J,Song W.Astructural damage detection method based on subset selection andevolutionary computation[C].Proceedings of the 2008 Structures Congress,2008:24-26.
[38]Li C,Smith S W.Hybrid approach for damage detection in flexible structures[J].Journal of Guidance,Controland Dynamics,1995,18(3):419-425.
[39]张祯.基于应变频响函数的结构损伤识别[D].武汉:武汉理工大学硕士学位论文,2005(Zhang Zhen.StructuralDamage Identification Using Strain Frequency Response Function(SFRF)Based Method[D].Wuhan:WuhanUniversity of Science and Technology,2005(in Chinese))
[40]Wang Bo,He Wei.A New Method Based on Matrix Perturbation and I mproved Residual Force Vector forStructural Damage Detection[C].Processings of 2nd IEEE International Conference on Computer Science andInformation Technology,2009,3:61-64.
[41]He Wei,He Rong,Li Yawei.Research on Damage Orientation by General Residual Force Vector and itsI mplementation[C].Processing of 2009 I International Conference on Mechanical and Electrical Technology,2009:227-232.
[42]Bahlous S E,Abdelghani M,Smaoui H.A modal filtering and statistical approach for damage detection anddiagnosis in structures using ambient vibrations measurements[J].Journal of Vibration and Control,2007,13(3):281-308.
[43]Paul Williams.Structural damage detection from transient responses using square-root unscented filtering[J].Acta Astronautica,2008,63(11-12),1259-1272.
[44]李晶.结构损伤识别几种方法的比较[D].长春:吉林大学硕士学位论文,2008(Li Jing.Comparison of SeveralMethods for Detecting Damage of Structures[D].Changchun:Jilin University,2008(in Chinese))
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