结构损伤检测方法的一些新进展
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摘要
综述了结构损伤检测的方法。分别按照结构损伤模式、损伤检测中所研究的结构类型、损伤检测所使用的力学理论和数学方法将损伤检测法进行分类,对结构损伤检测的各种途径进行了简要介绍,此外,还叙述了各种方法的研究现状及适用范围。最后,对损伤检测中存在的一些问题提出了一些观点。
A review of structural damage detection is presented in this paper.The approaches of damage detection were categorized according to damage modes,structural types studied in damage detection,the mechanic theory and the mathematic methods used in damage detection.Kinds of methods of damage detection are introduced briefly and the state of the art of present researches and application ranges are described as well.Finally,some standpoints and suggestions about the damage detection are put forward.
A review of structural damage detection is presented in this paper.The approaches of damage detection were categorized according to damage modes,structural types studied in damage detection,the mechanic theory and the mathematic methods used in damage detection.Kinds of methods of damage detection are introduced briefly and the state of the art of present researches and application ranges are described as well.Finally,some standpoints and suggestions about the damage detection are put forward.
引文
[1]Shi Z Y,Law S S and Zhang L M.Improved damage quantifica-tion from elemental modal strain energy change[J].Journal of en-gineering mechanics,2002,(5):521-529.
[2]Chung-Bang Yun,Jin-Hak Yi,Eun Young Bahng.Joint damageassessment of framed structures using a neural networks technique[J].Engineering Structures,2001,23:425-435.
[3]Fan Wu.A build-in active sensing diagnostic system for rein-forced concrete structures,May 2003 Ph.D thesis.
[4]郭国会,傅余萍,易伟建.基于Kohnen网络的钢筋砼简支梁振型识别实验研究[J].郑州工业大学学报,1998,19(4):22-25.
[5]赵媛,陆秋海.简支梁桥多位置损伤的检测方法[J].清华大学学报(自然科学版),2002,42(4):434-438.
[6]Ndambi J M.Damage assessment in reinforced concrete beamsusing eigenfrequencies and mode shape derivatives[J].EngineeringStructure,2002,24:501-515.
[7]周先雁,刘希,沈蒲生.用含裂纹的梁单元识别混凝土框架结构损伤[J].振动工程学报,1999,12(1):115.
[8]朱四荣.混凝土框架损伤识别的动力学方法研究[J].武汉工业大学学报,1999,21(2):44.
[9]朱四荣,李卓球.框架结构缺损识别的交错迭代法[J].应用力学学报,2000,17(3):44.
[10]J.Aiberto Escobar.Damage detection in framed buildings[J].Can.Jciv.Eng.,2001,28:35-47.
[11]綦宝晖,邬瑞锋,蔡贤辉,李桂华.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.
[12]杨和振,李华军,黄维平.基于振动测试的海洋平台结构无损检测[J].振动工程学报,2003,6(4):480-484.
[13]Hajela P and Soerio F J.Recent developments in damage detec-tion based on system identification methods[J].Structural Opti-mization,1990,(2):1-10.
[14]崔飞,袁万城,史家钧.基于静态应变及位移测量的结构损伤识别法[J].同济大学学报,2000,28(1):5-8.
[15]Masoud Sanayei and Oladipo Onipedet.Damage assessment ofstructures Using static data[J].AIAA Journal Vol.29No.7174-1179.
[16]Hjelmastad K D.Damage detection and assessment of structuresfrom static response[J].Journal of Engineering Mechanics June1997,568-576.
[17]Masound Sanayei and Stephen F.Scampoll.Structural elementstiffness identification from static test data[J].Journal of Engi-neering Mechanics,1991,117(5):1021-1037.
[18]Banan M R,Banan M R and Hjelmstad K D.Parameter Estima-tion of Structures from Static Response.I.Computational As-pects[J].Journal of Structural Engineering,1994,120(11):3242-3257.
[19]Banan M R,Banan M R and Hjelmstad K D.Parameter Estima-tion of Structures from Static Response.II:Numerical Simula-tion Studies[J].Journal of Structural Engineering,1994,120(11):3258-3283.
[20]高芳清,金建明,高淑英.基于模态分析的结构损伤检测方法研究[J].西南交通大学学报,1998,33(1):108-113.
[21]耿浩,王睿,高芳清.模态变化对钢桁梁模型桥的损伤检测研究[J].桥梁建设,1998,(2):67-70.
[22]綦宝晖,邬瑞锋,蔡贤辉,李桂华.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.
[23]Pandey A K and Biswas M.Damage detection in structures usingchanges in flexibility[J].Journal of sound and vibration,1994,169(1):3-17.
[24]唐小兵,沈成武,陈定方.结构损伤识别的柔度曲率法[J].武汉理工大学学报,2001,23(8):18-26.
[25]唐小兵,沈成武,付军.梁裂纹位置识别的模态能量法[J].武汉理工大学学报,2001,25(3):241-243.
[26]董聪,丁辉,高嵩.结构损伤识别和定位的基本原理与方法[J].中国铁道科学,1999,20(3):89-94.
[27]Pandy A K,Biswas M and Samman M M.Damage detectionfrom changes in curvature mode shapes[J].Journal of Sound andvibration,1991,145(2):321-332.
[28]郭国会.桥梁结构动力损伤诊断方法研究[D].长沙:湖南大学,2001.
[29]Jiann-Shium Lew.Using transfer function parameter changes fordamage detection of structures[J].AIAA Journal,1995,33(11):2189-2193.
[30]David C,Zimmerman et al.Structural damage detection usingfrequency response function,Proceedings of 13thIMAC,1995,179-184.
[31]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.
[32]Maeck J.Damage assessment of civil engineering structures byvibration monitoring,PhD thesis,Department of Civil Engineer-ing,K.U.Leuven,2003.
[33]宗周红,Huang D Z,Wang T L.钢混凝土组合桥梁损伤诊断[J].土木工程学报,2004,37(5):59-69.
[34]Dionisio Bernal,ASCE M.load vectors for damage localization[J].Journal of Engineering Mechanics,2002,128(1):7-14.
[35]Lin X and Yuan F G.Detection of multiple damages by prestackreverse-time migration[J].AIAA Journal,2001,39(11):2206-2215.
[36]Neild S A,Willianm M S,McFadden P D.Nonlinear vibrationcharacteristic of damaged concrete beams[J].Journal of struc-tural engineering,2003,129(2):260.
[37]Koen Van Den Abeele,Joelle De Visscher.Damage assessment inreinforced concrete using spectral and temporal nonlinear vibra-tion techniques[J].Cement and concrete research,2000,30:1453-1464.
[38]Chung-Bang Yun and Masanobu Shinozuka.Identification ofnonlinear structural dynamic systems[J].J.Struct.Mech.,1980,8(2):187-203.
[39]Masaru Hoshiya and Etsuro Saito.Structural identification by ex-tended Kalman filter[J].Journal of Engineering Mechanics,1984,110(12):1757-1770.
[40]王柏生,倪一清,高赞明.框架结构连接损伤识别神经网络输入参数的确定[J].振动工程学报,2000,13(1):137-142.
[41]孙宗光,高赞明,倪一清.基于神经网络的桥梁损伤位置识别[J].工程力学,2004,21(1):42-47.
[42]王柏生,倪一清,高赞明.用概率神经网络进行结构损伤位置识别[J].振动工程学报,2001,14(1):60-64.
[43]陈长征,罗跃纲,等.结构损伤检测与智能诊断[M].北京:科学技术出版社,2001.
[44]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.
[45]Hansang Kim and Hani Melhem.Damage detection of structuresby wavelet analysis[J].Engineering Structure,2004,26:347-362.
[46]Sawyer James P and Rao S S.Structural damage detection and i-dentification using fuzzy logic[J].AIAA Journal,2000,38(12):2328-2334.
[47]冯新,李国强,周晶.土木工程结构健康诊断中的统计识别方法综述[J].地震工程与工程振动,2005,25(2):105-113.
[48]Bart Peeters,Johan Maeck and Guido De Roeck.Vibration-based damage detection in civil engineering:excitation sourcesand temperature effects[J].Smart Materials and Structures,2001,10:518-527.
[2]Chung-Bang Yun,Jin-Hak Yi,Eun Young Bahng.Joint damageassessment of framed structures using a neural networks technique[J].Engineering Structures,2001,23:425-435.
[3]Fan Wu.A build-in active sensing diagnostic system for rein-forced concrete structures,May 2003 Ph.D thesis.
[4]郭国会,傅余萍,易伟建.基于Kohnen网络的钢筋砼简支梁振型识别实验研究[J].郑州工业大学学报,1998,19(4):22-25.
[5]赵媛,陆秋海.简支梁桥多位置损伤的检测方法[J].清华大学学报(自然科学版),2002,42(4):434-438.
[6]Ndambi J M.Damage assessment in reinforced concrete beamsusing eigenfrequencies and mode shape derivatives[J].EngineeringStructure,2002,24:501-515.
[7]周先雁,刘希,沈蒲生.用含裂纹的梁单元识别混凝土框架结构损伤[J].振动工程学报,1999,12(1):115.
[8]朱四荣.混凝土框架损伤识别的动力学方法研究[J].武汉工业大学学报,1999,21(2):44.
[9]朱四荣,李卓球.框架结构缺损识别的交错迭代法[J].应用力学学报,2000,17(3):44.
[10]J.Aiberto Escobar.Damage detection in framed buildings[J].Can.Jciv.Eng.,2001,28:35-47.
[11]綦宝晖,邬瑞锋,蔡贤辉,李桂华.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.
[12]杨和振,李华军,黄维平.基于振动测试的海洋平台结构无损检测[J].振动工程学报,2003,6(4):480-484.
[13]Hajela P and Soerio F J.Recent developments in damage detec-tion based on system identification methods[J].Structural Opti-mization,1990,(2):1-10.
[14]崔飞,袁万城,史家钧.基于静态应变及位移测量的结构损伤识别法[J].同济大学学报,2000,28(1):5-8.
[15]Masoud Sanayei and Oladipo Onipedet.Damage assessment ofstructures Using static data[J].AIAA Journal Vol.29No.7174-1179.
[16]Hjelmastad K D.Damage detection and assessment of structuresfrom static response[J].Journal of Engineering Mechanics June1997,568-576.
[17]Masound Sanayei and Stephen F.Scampoll.Structural elementstiffness identification from static test data[J].Journal of Engi-neering Mechanics,1991,117(5):1021-1037.
[18]Banan M R,Banan M R and Hjelmstad K D.Parameter Estima-tion of Structures from Static Response.I.Computational As-pects[J].Journal of Structural Engineering,1994,120(11):3242-3257.
[19]Banan M R,Banan M R and Hjelmstad K D.Parameter Estima-tion of Structures from Static Response.II:Numerical Simula-tion Studies[J].Journal of Structural Engineering,1994,120(11):3258-3283.
[20]高芳清,金建明,高淑英.基于模态分析的结构损伤检测方法研究[J].西南交通大学学报,1998,33(1):108-113.
[21]耿浩,王睿,高芳清.模态变化对钢桁梁模型桥的损伤检测研究[J].桥梁建设,1998,(2):67-70.
[22]綦宝晖,邬瑞锋,蔡贤辉,李桂华.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.
[23]Pandey A K and Biswas M.Damage detection in structures usingchanges in flexibility[J].Journal of sound and vibration,1994,169(1):3-17.
[24]唐小兵,沈成武,陈定方.结构损伤识别的柔度曲率法[J].武汉理工大学学报,2001,23(8):18-26.
[25]唐小兵,沈成武,付军.梁裂纹位置识别的模态能量法[J].武汉理工大学学报,2001,25(3):241-243.
[26]董聪,丁辉,高嵩.结构损伤识别和定位的基本原理与方法[J].中国铁道科学,1999,20(3):89-94.
[27]Pandy A K,Biswas M and Samman M M.Damage detectionfrom changes in curvature mode shapes[J].Journal of Sound andvibration,1991,145(2):321-332.
[28]郭国会.桥梁结构动力损伤诊断方法研究[D].长沙:湖南大学,2001.
[29]Jiann-Shium Lew.Using transfer function parameter changes fordamage detection of structures[J].AIAA Journal,1995,33(11):2189-2193.
[30]David C,Zimmerman et al.Structural damage detection usingfrequency response function,Proceedings of 13thIMAC,1995,179-184.
[31]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.
[32]Maeck J.Damage assessment of civil engineering structures byvibration monitoring,PhD thesis,Department of Civil Engineer-ing,K.U.Leuven,2003.
[33]宗周红,Huang D Z,Wang T L.钢混凝土组合桥梁损伤诊断[J].土木工程学报,2004,37(5):59-69.
[34]Dionisio Bernal,ASCE M.load vectors for damage localization[J].Journal of Engineering Mechanics,2002,128(1):7-14.
[35]Lin X and Yuan F G.Detection of multiple damages by prestackreverse-time migration[J].AIAA Journal,2001,39(11):2206-2215.
[36]Neild S A,Willianm M S,McFadden P D.Nonlinear vibrationcharacteristic of damaged concrete beams[J].Journal of struc-tural engineering,2003,129(2):260.
[37]Koen Van Den Abeele,Joelle De Visscher.Damage assessment inreinforced concrete using spectral and temporal nonlinear vibra-tion techniques[J].Cement and concrete research,2000,30:1453-1464.
[38]Chung-Bang Yun and Masanobu Shinozuka.Identification ofnonlinear structural dynamic systems[J].J.Struct.Mech.,1980,8(2):187-203.
[39]Masaru Hoshiya and Etsuro Saito.Structural identification by ex-tended Kalman filter[J].Journal of Engineering Mechanics,1984,110(12):1757-1770.
[40]王柏生,倪一清,高赞明.框架结构连接损伤识别神经网络输入参数的确定[J].振动工程学报,2000,13(1):137-142.
[41]孙宗光,高赞明,倪一清.基于神经网络的桥梁损伤位置识别[J].工程力学,2004,21(1):42-47.
[42]王柏生,倪一清,高赞明.用概率神经网络进行结构损伤位置识别[J].振动工程学报,2001,14(1):60-64.
[43]陈长征,罗跃纲,等.结构损伤检测与智能诊断[M].北京:科学技术出版社,2001.
[44]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.
[45]Hansang Kim and Hani Melhem.Damage detection of structuresby wavelet analysis[J].Engineering Structure,2004,26:347-362.
[46]Sawyer James P and Rao S S.Structural damage detection and i-dentification using fuzzy logic[J].AIAA Journal,2000,38(12):2328-2334.
[47]冯新,李国强,周晶.土木工程结构健康诊断中的统计识别方法综述[J].地震工程与工程振动,2005,25(2):105-113.
[48]Bart Peeters,Johan Maeck and Guido De Roeck.Vibration-based damage detection in civil engineering:excitation sourcesand temperature effects[J].Smart Materials and Structures,2001,10:518-527.
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