结构振动控制智能材料研究及应用进展
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摘要
压电材料、形状记忆材料、电(磁)流变体以及磁致伸缩材料是土木工程结构振动控制中经常采用的4种智能材料。本文概括介绍了4种智能材料的基本原理,系统总结了4种智能材料在土木工程结构振动控制中的研究与应用进展,最后指出了需进一步研究的方向。
Piezoelectric material,shape memory material,electrorheological & magnetorheological material and Terfenol-D are four smart materials often used for structural vibration control in civil engineering.In this paper the keystones of the four smart materials are concisely summarized,and recent developments in researches and applications of the four smart materials are systematically introduced.In the end,some opinions on the developmental trend of the four smart materials are given.
Piezoelectric material,shape memory material,electrorheological & magnetorheological material and Terfenol-D are four smart materials often used for structural vibration control in civil engineering.In this paper the keystones of the four smart materials are concisely summarized,and recent developments in researches and applications of the four smart materials are systematically introduced.In the end,some opinions on the developmental trend of the four smart materials are given.
引文
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[2]Stavrou lak is G E,Foutsitzi G,Had jigeorgiou E.D esign and robust optimal control of smart beam s w ith application on vibrations suppression[J].Advances in Engineering Software,2005,36:806~813.
[3]瞿伟廉,李卓球,姜德生,等.智能材料———结构系统在土木工程中的应用[J].地震工程与工程振动,1999,19(3):87~95.
[4]唐永杰,胡选利,张升陆.采用压电机敏元件进行结构振动控制Ⅲ:控制系统设计与实验研究[J].应用力学学报,1997,14(1):24~28.
[5]瞿伟廉,陈朝晖,徐幼麟.压电材料智能摩擦阻尼器对高耸钢塔结构风振反应的半主动控制[J].地震工程与工程振动,2000,20(1):94~99.
[6]H igash inoM,A izawa A,C lark P W,et al.Experim ental and analytical stud ies of structural control system using shape m emory alloy.Proceed-ings of the 2nd InternationalW orkshop on Structural Control[C].Hong Kong:1996:221~229.
[7]Maurot D,Donatello C,RobertoM.Implem entation and testing of passive control devices based on shape m emory alloy[J].Earthquake Engi-neering and Structural Dynam ics,2000,29(2):945~968.
[8]RobertK,Jack H,Steve S.Structure damp ing w ith shape m emory alloys:a class of devices[J].Proc.O f SPIE,1995,(2445):225~249.
[9]D esRoches R.Shape m emory alloy-based response mod ification of simply supported bridge[J].Advances in structural dynam ics,2000,(1):267~274.
[10]王社良,巨生国,苏三庆.形状记忆合金的动力响应特性及振动控制[J].西安建筑科技大学报,1993,31(1):14~17.
[11]王社良,苏三庆,沈亚鹏.形状记忆合金拉索被动控制结构地震响应分析[J].土木工程学报,2000,23(1):47~51.
[12]韩玉林,李爱群,林萍华.基于形状记忆合金耗能器的框架振动控制试验研究[J].东南大学学报(自然科学版),2000,30(4):16~12.
[13]倪立峰,李秋胜,李爱群.新型形状记忆合会阻尼器的试验研究[J].地震工程与工程振动,2002,22(3):145~148.
[14]薛素铎,董军辉.一种新型行政记忆合金阻尼器[J].建筑结构学报,2005,26(3):45~50.
[15]李惠,毛晨曦.新型SMA耗能器及结构地震反应控制试验研究[J].地震工程与工程振动,2003,23(1):133~139.
[16]陈海泉,李忠献,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程振动,2002,22(2):143~148.
[17]薛素铎、周乾.SMA-橡胶复合支座的设计与隔震性能[J].世界地震工程,2003,19(4):34~38.
[18]Maria G C,Maurizio I,A lessandroM.Progress of application,research developm ent and design gu idelines for SshapeM emory m emory A lloy al-loy devices for cu ltural heritage structures in Italy[J].Proc.O f of SPIE,2001,4330:250~261.
[19]崔迪,李宏男.形状记忆合金在土木工程中的研究与应用进展[J].防灾减灾工程学报,2005,25(1):86~94.
[20]Mazzolan i F M,Manadara A.Modern trends in the use of special m etals for the improvem ent of h istorical and monum ental structures[J].Engi-neering Structures,2002,(24):843~856.
[21]Makris N,Burton S A,H illD,et al.Analysis and design of an ER dampers for seism ic protection of structures[J].ASCE,Journal ofEngineer-ingM echan ics,1996,122:1003~1011.
[22]隋莉莉,欧进萍.半主动磁流变减振驱动器的工作原理及应用[J].哈尔滨建筑大学学报,2002,35(3):9~13.
[23]周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,22(4):144~150.
[24]Dyke S J,Spencer Jr B F,SainM K,et al.A new sem i-active control device for seism ic response reduction.Pro.ASCE Engrg.Mach Spec.Conf[C].New York:N.Y,1996.
[25]Spencer B F,Dyke S J,Sain M K,et al.Phenom enological model of a magneto-rheological dampers[J].ASCE,Journal of Engineering m e-chan ics,1997,123:230~238.
[26]Mandara A,Durante A,Sp ina G,et al.Seism ic protection of civil h istorical structures byMR dampers[J].Proceed ings of SPIE,2006(6169):1~9.
[27]L i X iu L ing,L iHong Nan.Experim ental Sstudy on Ssem i-Aactive Ccontrol of Ffram e-SshearWwall Eeccentric Sstructure usingMR Dampers[J].Proceed ings of SPIE,2006(6166):1~8.
[28]Gordan inejad F,Saiid iM,Hansen B C,et al.Control of bridges usingmagneto-Rheological flu id dampers and fiber-reinforced,composite-materi-al column[C].Proceed ings of the 1998 SPIE Conference,1998.
[29]周云,徐龙河,李忠献.智能流体减振控制的研究与应用[J].世界地震工程,1999,15(4):10~19.
[30]孙树民,梁启智.隔震独桩平台地震反应的半主动磁流变阻尼器控制研究[J].振动与冲击,2001,20(3):61~64.
[31]H illerM W,B ryantM D.Attenuation and transformation of vibration through active control ofmagnetostrictive Terfenol[J].Journal of Sound andV ibration,1989,134(3):507~519.
[32]Jason Z Geng,Leonard S Haynes.S ix Ddegree-of-Ffreedom Aactive Vvibration CcontrolUusing the Sstewart Pplatform s[J].IEEE Transactionson Control system s Technology,1994,2(1):45~53.
[33]夏春林,丁凡,陈大军,等.超磁致伸缩材料在流体控制元件中的应用研究展望[J].液压气动与密封,1997,(2):2~4.
[2]Stavrou lak is G E,Foutsitzi G,Had jigeorgiou E.D esign and robust optimal control of smart beam s w ith application on vibrations suppression[J].Advances in Engineering Software,2005,36:806~813.
[3]瞿伟廉,李卓球,姜德生,等.智能材料———结构系统在土木工程中的应用[J].地震工程与工程振动,1999,19(3):87~95.
[4]唐永杰,胡选利,张升陆.采用压电机敏元件进行结构振动控制Ⅲ:控制系统设计与实验研究[J].应用力学学报,1997,14(1):24~28.
[5]瞿伟廉,陈朝晖,徐幼麟.压电材料智能摩擦阻尼器对高耸钢塔结构风振反应的半主动控制[J].地震工程与工程振动,2000,20(1):94~99.
[6]H igash inoM,A izawa A,C lark P W,et al.Experim ental and analytical stud ies of structural control system using shape m emory alloy.Proceed-ings of the 2nd InternationalW orkshop on Structural Control[C].Hong Kong:1996:221~229.
[7]Maurot D,Donatello C,RobertoM.Implem entation and testing of passive control devices based on shape m emory alloy[J].Earthquake Engi-neering and Structural Dynam ics,2000,29(2):945~968.
[8]RobertK,Jack H,Steve S.Structure damp ing w ith shape m emory alloys:a class of devices[J].Proc.O f SPIE,1995,(2445):225~249.
[9]D esRoches R.Shape m emory alloy-based response mod ification of simply supported bridge[J].Advances in structural dynam ics,2000,(1):267~274.
[10]王社良,巨生国,苏三庆.形状记忆合金的动力响应特性及振动控制[J].西安建筑科技大学报,1993,31(1):14~17.
[11]王社良,苏三庆,沈亚鹏.形状记忆合金拉索被动控制结构地震响应分析[J].土木工程学报,2000,23(1):47~51.
[12]韩玉林,李爱群,林萍华.基于形状记忆合金耗能器的框架振动控制试验研究[J].东南大学学报(自然科学版),2000,30(4):16~12.
[13]倪立峰,李秋胜,李爱群.新型形状记忆合会阻尼器的试验研究[J].地震工程与工程振动,2002,22(3):145~148.
[14]薛素铎,董军辉.一种新型行政记忆合金阻尼器[J].建筑结构学报,2005,26(3):45~50.
[15]李惠,毛晨曦.新型SMA耗能器及结构地震反应控制试验研究[J].地震工程与工程振动,2003,23(1):133~139.
[16]陈海泉,李忠献,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程振动,2002,22(2):143~148.
[17]薛素铎、周乾.SMA-橡胶复合支座的设计与隔震性能[J].世界地震工程,2003,19(4):34~38.
[18]Maria G C,Maurizio I,A lessandroM.Progress of application,research developm ent and design gu idelines for SshapeM emory m emory A lloy al-loy devices for cu ltural heritage structures in Italy[J].Proc.O f of SPIE,2001,4330:250~261.
[19]崔迪,李宏男.形状记忆合金在土木工程中的研究与应用进展[J].防灾减灾工程学报,2005,25(1):86~94.
[20]Mazzolan i F M,Manadara A.Modern trends in the use of special m etals for the improvem ent of h istorical and monum ental structures[J].Engi-neering Structures,2002,(24):843~856.
[21]Makris N,Burton S A,H illD,et al.Analysis and design of an ER dampers for seism ic protection of structures[J].ASCE,Journal ofEngineer-ingM echan ics,1996,122:1003~1011.
[22]隋莉莉,欧进萍.半主动磁流变减振驱动器的工作原理及应用[J].哈尔滨建筑大学学报,2002,35(3):9~13.
[23]周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,22(4):144~150.
[24]Dyke S J,Spencer Jr B F,SainM K,et al.A new sem i-active control device for seism ic response reduction.Pro.ASCE Engrg.Mach Spec.Conf[C].New York:N.Y,1996.
[25]Spencer B F,Dyke S J,Sain M K,et al.Phenom enological model of a magneto-rheological dampers[J].ASCE,Journal of Engineering m e-chan ics,1997,123:230~238.
[26]Mandara A,Durante A,Sp ina G,et al.Seism ic protection of civil h istorical structures byMR dampers[J].Proceed ings of SPIE,2006(6169):1~9.
[27]L i X iu L ing,L iHong Nan.Experim ental Sstudy on Ssem i-Aactive Ccontrol of Ffram e-SshearWwall Eeccentric Sstructure usingMR Dampers[J].Proceed ings of SPIE,2006(6166):1~8.
[28]Gordan inejad F,Saiid iM,Hansen B C,et al.Control of bridges usingmagneto-Rheological flu id dampers and fiber-reinforced,composite-materi-al column[C].Proceed ings of the 1998 SPIE Conference,1998.
[29]周云,徐龙河,李忠献.智能流体减振控制的研究与应用[J].世界地震工程,1999,15(4):10~19.
[30]孙树民,梁启智.隔震独桩平台地震反应的半主动磁流变阻尼器控制研究[J].振动与冲击,2001,20(3):61~64.
[31]H illerM W,B ryantM D.Attenuation and transformation of vibration through active control ofmagnetostrictive Terfenol[J].Journal of Sound andV ibration,1989,134(3):507~519.
[32]Jason Z Geng,Leonard S Haynes.S ix Ddegree-of-Ffreedom Aactive Vvibration CcontrolUusing the Sstewart Pplatform s[J].IEEE Transactionson Control system s Technology,1994,2(1):45~53.
[33]夏春林,丁凡,陈大军,等.超磁致伸缩材料在流体控制元件中的应用研究展望[J].液压气动与密封,1997,(2):2~4.
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