形状记忆合金在土木工程中的研究与应用进展
|
摘要
形状记忆合金作为一种集传感和驱动于一身的新型功能材料,引起了土木工程界的广泛关注,对它的研究也日益深入,但应用尚处于起步阶段。回顾了形状记忆合金的发展过程,简单介绍了形状记忆合金的基本特性和本构模型;根据形状记忆合金在结构控制中所起的作用,分类概述了它作为被动控制器和主动控制器的研究进展以及在实际工程中的应用,重点介绍了SMA智能混凝土的研究情况;指出了当前形状记忆合金在土木工程领域研究中存在的问题,以及未来的发展方向。
As a novel function material, shape memory alloy (SMA) is an integration of sensor and actuator which have drawn much attention in civil engineering. More and More studies on SMA are conducted at the present time, while its practical application still remains at beginning stage. In this paper, the development process is reviewed firstly, then the basic characteristic and the constitutive model of SMA are briefly introduced. According to the function of SMA in structure control, the study progress as active control devices and passive control devices are summarized respectively, and the applications of SMA devices in real projects are also presented, along with a review of the current study status of SMA intelligent concrete Finally the existing problems are pointed out and the future studies are proposed in civil engineering.
As a novel function material, shape memory alloy (SMA) is an integration of sensor and actuator which have drawn much attention in civil engineering. More and More studies on SMA are conducted at the present time, while its practical application still remains at beginning stage. In this paper, the development process is reviewed firstly, then the basic characteristic and the constitutive model of SMA are briefly introduced. According to the function of SMA in structure control, the study progress as active control devices and passive control devices are summarized respectively, and the applications of SMA devices in real projects are also presented, along with a review of the current study status of SMA intelligent concrete Finally the existing problems are pointed out and the future studies are proposed in civil engineering.
引文
[1] 姜德生,R.O.Claus.智能材料、器件、结构与应用[M].武汉:武汉工业大学出版社,2003
[2] 王吉军,马孝江,崔立山,等.NiTi形状记忆合金动力阻尼特性的研究[J].大连理工大学学报,1996,(3):189192
[3] Y.Liu,Z.Xie,J.V.Humbeeck.Cyclic deformation ofNiTi shape memory alloys[J].MaterialsScience andEngineering,1999,(A273275):673678
[4] 王吉军,初 奕,马孝江,等.NiTi形状记忆合金振动感知与主动控振研究[J].大连理工大学学报,1997,37(6):736741.
[5] 吴晓东,王 征,吴建生.用于智能材料与结构的NiTi丝的电阻特性研究[J].上海交通大学学报,1998,32(2):8083
[6] 吴晓东,吴建生,王 征,等.NiTi形状记忆合金丝的电阻与应力、应变的关系研究[J].功能材料,1998,29(2):161164
[7] 韩玉林,李爱群,林萍华,等.基于形状记忆合金的结构振动控制研究与展望[J].东南大学学报(自然科学版),2000,30(1):146154
[8] 闫云聚,姜节胜,任礼行.智能材料结构及在振动控制中的应用研究评述和展望[J].西北工业大学学报,2000,(1):3540
[9] 曹照平,史庆轩,王社良.智能材料结构系统在土木工程中的应用研究[J].西北建筑工程学院学报(自然科学版),2000,17(3):14
[10]王 健,沈亚鹏,王社良.形状记忆合金的本构关系[J].上海力学,1998,19(3):185195
[11]BrinsonL.C.One dimensional constitutive behavior ofshape memory alloys: thermomechanical derivationwith non constant material functions[J].Journal ofIn telligentMaterialSystems andStructure,1993,(4):229242
[12]BirmanV..Review of mechanics of shape memory al loy structures[J].Appl.Mech.Rev,1997,50(11):62964
[13]P.Thomson,G.J.Balas,P.H.Leo.The use ofshape memory alloys for passive structural damping[J].SmartMater.Struct.,1995,(4):3642
[14]KazuyukiI.Numerical earthquake response analysis ofbridge pier with superelastic seismic dampers[J ].StructEng/EarthquakeEng.,JSCE,1997,14(1):105109
[15]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,2000,33(1):5662
[16]彭 刚,李 黎,唐家祥.形状记忆合金耗能阻尼器设计的理论方法[J].工业建筑,2002,32(8):4749
[17]金 江,刘红梅,洪俊青,等.SMA纤绳对桅杆的振动抑制研究[J].南通工学院学报(自然科学版),2003,2(2):14
[18]S.Sun,R.K.N.D.Rajapakse.Dynamic response of aframe withSMA bracing[J].Proceedings ofSPIE,2003,(5053):262270
[19]李 惠,毛晨曦.形状记忆合金(SMA)被动耗能减震体系的设计及参数分析[J].地震工程与工程振动,2001,21(4):5459
[20]K.Williams,G.Chiu,R.Bernhard.AdaptivePassiveAbsorbersUsingShapeMemoryAlloys[J].Journal ofSound andVibration,2002,249(5):835848
[21]倪立峰,李秋胜,李爱群,等.新型形状记忆合金阻尼器的试验研究[J].地震工程与工程振动,2002,22(3):145148
[22]闫晓军,李海燕,聂景旭.SMA拟橡胶金属阻尼元件及其在减振中的应用[J].北京航空航天大学学报,2003,29(1):7275
[23]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):133139
[24]韩玉林,李爱群,林萍华,等.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):1620
[25]邢德进,韩玉林.基于形状记忆合金的阻尼减振研究[J].昆明理工大学学报,2002,27(5):1416,20
[26]肖尔田,韩玉林,李爱群,等.基于形状记忆合金超弹性阻尼器的结构振动控制和地震时程分析[J].东南大学学报(自然科学版),2003,33(5):605609
[27]Y.Adachi,S.Unjoh.Development ofShapeMemoryAlloyDamper forIntelligentBridgeSystems[A].Partof theSPIE Conference onSmartSystems forBridges,Structures,andHighways[C].NewportBeach,Califor nia,SPIE,1999(3671).3142
[28]H.Tamai,Y.Kitagawa.Pseudoelastic behavior ofshape memory alloy wire and its application to seismicresistance member for building[J].ComputationalMa terialsScience,2002,(25):218227
[29]H.Tamai,K.Miura,YoshikazuKitagawa,et al.Appli cation ofSMA rod to exposed type column base insmart structural system[C].Proceedings ofSPIE,2003(5057).169177
[30]R.DesRoches,M.DelemontSeismic retrofit of simplysupported bridges using shape memory alloys[J].Engi neeringStructures,2002,(24):325332
[31]G.McGavin,G.Guerin.Real time seismic damping andfrequency control of steel structures using nitinol wire[R].Proceedings ofSPIE,2002(4696).176185
[32]K.Wilde,P.Gardoni,Y.Fujino.Base isolation systemwith shape memory alloy device for elevated highwaybridges[J].EngineeringStructures,2000,(22):222229
[33]M.Dolce,D.Cardone.Mechanical behavior of shapememory alloys for seismic applications.1.Martensiteand austeniteNiTi bars subjected to torsion[J].Inter nationalJournal ofMechanicalSciences,2001,(43):26312656
[34]M.Dolce,D.CardoneMechanical behavior of shapememory alloys for seismic applications.2.AusteniteNiTi wires subjected to tension[J].InternationalJour nal ofMechanicalSciences,2001,(43):26572677
[35]M.Dolce,D.Cardone,R.Marnetto.Implementation andtesting of passive control devices based on shape mem ory alloys[J].EarthquakeEngineering andStructuralDynamics,2000,(29):945968
[36]M.Dolce,D.Cardone,R.Marnetto.SMA Re centeringDevices forSeismicIsolation ofCivilStructures[C].Proceedings ofSPIE,2001(4330).238249
[37]J.J.Mayes,D.C.Lagoudas,B.K.Henderson.An ex periment investigation of shape memory alloy springsfor passive vibration isolation[R].AmericanInstituteofAeronautics andAstronauticsPaper2001.4569
[38]李忠献,陈海泉,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):143148
[39]陈海泉,李忠献,李延涛.应用形状记忆合金的高层建筑结构智能隔震[J].天津大学学报,2002,35(6):761765
[40]W.Huang.On the selection of shape memory alloys foractuators[J].Materials andDesign,2002,(23):1119
[41]任勇生,王世文,李俊宝,等.形状记忆合金在结构主被动振动控制中的应用[J].力学进展,1999,29(1):1933
[42]王 征,陶宝祺.智能材料结构的振动抑制[J].振动、测试与诊断,1995,15(1):4750
[43]S.G.Shu,D.C.Lagoudas,D.Hughes, et al.Modelingof a flexible beam actuated by shape memory alloywires[J].SmartMater.Struct.,1997,(6):265277
[44]D.C.Lagoudas,A.Bhattacharyya.Modeling of thinlayer extensional thermoelectricSMA actuators[J].In ternationalJournal ofSolids andStructures,1998,35(34):331362
[45]王社良,苏三庆.形状记忆合金的超弹性恢复力模型及其结构抗震控制[J].工业建筑,1999,29(3):4952
[46]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].西安建筑科技大学学报,1999,31(1):1417
[47]M.Indirli,M.G.Castellano,P.Clemente, et al.Demo application of shape memory alloy devices: the rehabil itation of theS.GiorgioChurchBellTower[R].Pro ceedings ofSPIE,2001(4330).262272
[48]F.M.Mazzolani,A.Mandara.Modern trends in the useof special metals for the improvement of historical andmonumental structures[J ].EngineeringStructures,2002,(24):843856
[49]任勇生.智能材料在土木结构监测和振动控制中的应用[J].太原理工大学学报,2000,31(5):486493
[50]李贵生,任勇生.土木工程结构抗震的SMA被动阻尼设计方法及其应用[J].太原理工大学学报,2001,32(2):112119
[51]熊瑞生.智能材料与智能建筑结构[J].信阳师范学院学报(自然科学版),1998,11(4):413421
[52]姚 武,吴科如.智能混凝土的研究现状及其发展趋势[J].建筑石膏与胶凝材料,2000,10:2224
[53]何思龙,黄先应,陈孟诗,等.形状记忆合金增强钢筋混凝土自诊断与自适应智能结构系统的研究[A].96中国材料研讨会论文集(功能材料)[C].北京:化学工业出版社,1996.622625
[54]A.K.Maji,I.Negret.Smart prestressing with shape memory alloy[J].Journal ofEngineeringMechanics,1998,124(10):11211128
[55]邓宗才,李庆斌.形状记忆合金对混凝土梁驱动效应分析[J].土木工程学报,2002,35(2):4147
[56]邓宗才,李庆斌.形状记忆合金混凝土轴心构件的变形特性[J].清华大学学报(自然科学版),2002,42(11):15441547
[57]李庆斌,纠安全,邓宗才,等.智能混凝土结构的控制系统研究与实施[J].水力发电学报,2003,(3):2528
[58]Y.Sakai,Y.Kitagawa,T.Fukuta, et al.Experimentstudy on enhancement of self restoration of concretebeams usingSMA wire[R].Proceeding ofSPIE,2003.178186
[2] 王吉军,马孝江,崔立山,等.NiTi形状记忆合金动力阻尼特性的研究[J].大连理工大学学报,1996,(3):189192
[3] Y.Liu,Z.Xie,J.V.Humbeeck.Cyclic deformation ofNiTi shape memory alloys[J].MaterialsScience andEngineering,1999,(A273275):673678
[4] 王吉军,初 奕,马孝江,等.NiTi形状记忆合金振动感知与主动控振研究[J].大连理工大学学报,1997,37(6):736741.
[5] 吴晓东,王 征,吴建生.用于智能材料与结构的NiTi丝的电阻特性研究[J].上海交通大学学报,1998,32(2):8083
[6] 吴晓东,吴建生,王 征,等.NiTi形状记忆合金丝的电阻与应力、应变的关系研究[J].功能材料,1998,29(2):161164
[7] 韩玉林,李爱群,林萍华,等.基于形状记忆合金的结构振动控制研究与展望[J].东南大学学报(自然科学版),2000,30(1):146154
[8] 闫云聚,姜节胜,任礼行.智能材料结构及在振动控制中的应用研究评述和展望[J].西北工业大学学报,2000,(1):3540
[9] 曹照平,史庆轩,王社良.智能材料结构系统在土木工程中的应用研究[J].西北建筑工程学院学报(自然科学版),2000,17(3):14
[10]王 健,沈亚鹏,王社良.形状记忆合金的本构关系[J].上海力学,1998,19(3):185195
[11]BrinsonL.C.One dimensional constitutive behavior ofshape memory alloys: thermomechanical derivationwith non constant material functions[J].Journal ofIn telligentMaterialSystems andStructure,1993,(4):229242
[12]BirmanV..Review of mechanics of shape memory al loy structures[J].Appl.Mech.Rev,1997,50(11):62964
[13]P.Thomson,G.J.Balas,P.H.Leo.The use ofshape memory alloys for passive structural damping[J].SmartMater.Struct.,1995,(4):3642
[14]KazuyukiI.Numerical earthquake response analysis ofbridge pier with superelastic seismic dampers[J ].StructEng/EarthquakeEng.,JSCE,1997,14(1):105109
[15]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,2000,33(1):5662
[16]彭 刚,李 黎,唐家祥.形状记忆合金耗能阻尼器设计的理论方法[J].工业建筑,2002,32(8):4749
[17]金 江,刘红梅,洪俊青,等.SMA纤绳对桅杆的振动抑制研究[J].南通工学院学报(自然科学版),2003,2(2):14
[18]S.Sun,R.K.N.D.Rajapakse.Dynamic response of aframe withSMA bracing[J].Proceedings ofSPIE,2003,(5053):262270
[19]李 惠,毛晨曦.形状记忆合金(SMA)被动耗能减震体系的设计及参数分析[J].地震工程与工程振动,2001,21(4):5459
[20]K.Williams,G.Chiu,R.Bernhard.AdaptivePassiveAbsorbersUsingShapeMemoryAlloys[J].Journal ofSound andVibration,2002,249(5):835848
[21]倪立峰,李秋胜,李爱群,等.新型形状记忆合金阻尼器的试验研究[J].地震工程与工程振动,2002,22(3):145148
[22]闫晓军,李海燕,聂景旭.SMA拟橡胶金属阻尼元件及其在减振中的应用[J].北京航空航天大学学报,2003,29(1):7275
[23]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):133139
[24]韩玉林,李爱群,林萍华,等.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):1620
[25]邢德进,韩玉林.基于形状记忆合金的阻尼减振研究[J].昆明理工大学学报,2002,27(5):1416,20
[26]肖尔田,韩玉林,李爱群,等.基于形状记忆合金超弹性阻尼器的结构振动控制和地震时程分析[J].东南大学学报(自然科学版),2003,33(5):605609
[27]Y.Adachi,S.Unjoh.Development ofShapeMemoryAlloyDamper forIntelligentBridgeSystems[A].Partof theSPIE Conference onSmartSystems forBridges,Structures,andHighways[C].NewportBeach,Califor nia,SPIE,1999(3671).3142
[28]H.Tamai,Y.Kitagawa.Pseudoelastic behavior ofshape memory alloy wire and its application to seismicresistance member for building[J].ComputationalMa terialsScience,2002,(25):218227
[29]H.Tamai,K.Miura,YoshikazuKitagawa,et al.Appli cation ofSMA rod to exposed type column base insmart structural system[C].Proceedings ofSPIE,2003(5057).169177
[30]R.DesRoches,M.DelemontSeismic retrofit of simplysupported bridges using shape memory alloys[J].Engi neeringStructures,2002,(24):325332
[31]G.McGavin,G.Guerin.Real time seismic damping andfrequency control of steel structures using nitinol wire[R].Proceedings ofSPIE,2002(4696).176185
[32]K.Wilde,P.Gardoni,Y.Fujino.Base isolation systemwith shape memory alloy device for elevated highwaybridges[J].EngineeringStructures,2000,(22):222229
[33]M.Dolce,D.Cardone.Mechanical behavior of shapememory alloys for seismic applications.1.Martensiteand austeniteNiTi bars subjected to torsion[J].Inter nationalJournal ofMechanicalSciences,2001,(43):26312656
[34]M.Dolce,D.CardoneMechanical behavior of shapememory alloys for seismic applications.2.AusteniteNiTi wires subjected to tension[J].InternationalJour nal ofMechanicalSciences,2001,(43):26572677
[35]M.Dolce,D.Cardone,R.Marnetto.Implementation andtesting of passive control devices based on shape mem ory alloys[J].EarthquakeEngineering andStructuralDynamics,2000,(29):945968
[36]M.Dolce,D.Cardone,R.Marnetto.SMA Re centeringDevices forSeismicIsolation ofCivilStructures[C].Proceedings ofSPIE,2001(4330).238249
[37]J.J.Mayes,D.C.Lagoudas,B.K.Henderson.An ex periment investigation of shape memory alloy springsfor passive vibration isolation[R].AmericanInstituteofAeronautics andAstronauticsPaper2001.4569
[38]李忠献,陈海泉,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):143148
[39]陈海泉,李忠献,李延涛.应用形状记忆合金的高层建筑结构智能隔震[J].天津大学学报,2002,35(6):761765
[40]W.Huang.On the selection of shape memory alloys foractuators[J].Materials andDesign,2002,(23):1119
[41]任勇生,王世文,李俊宝,等.形状记忆合金在结构主被动振动控制中的应用[J].力学进展,1999,29(1):1933
[42]王 征,陶宝祺.智能材料结构的振动抑制[J].振动、测试与诊断,1995,15(1):4750
[43]S.G.Shu,D.C.Lagoudas,D.Hughes, et al.Modelingof a flexible beam actuated by shape memory alloywires[J].SmartMater.Struct.,1997,(6):265277
[44]D.C.Lagoudas,A.Bhattacharyya.Modeling of thinlayer extensional thermoelectricSMA actuators[J].In ternationalJournal ofSolids andStructures,1998,35(34):331362
[45]王社良,苏三庆.形状记忆合金的超弹性恢复力模型及其结构抗震控制[J].工业建筑,1999,29(3):4952
[46]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].西安建筑科技大学学报,1999,31(1):1417
[47]M.Indirli,M.G.Castellano,P.Clemente, et al.Demo application of shape memory alloy devices: the rehabil itation of theS.GiorgioChurchBellTower[R].Pro ceedings ofSPIE,2001(4330).262272
[48]F.M.Mazzolani,A.Mandara.Modern trends in the useof special metals for the improvement of historical andmonumental structures[J ].EngineeringStructures,2002,(24):843856
[49]任勇生.智能材料在土木结构监测和振动控制中的应用[J].太原理工大学学报,2000,31(5):486493
[50]李贵生,任勇生.土木工程结构抗震的SMA被动阻尼设计方法及其应用[J].太原理工大学学报,2001,32(2):112119
[51]熊瑞生.智能材料与智能建筑结构[J].信阳师范学院学报(自然科学版),1998,11(4):413421
[52]姚 武,吴科如.智能混凝土的研究现状及其发展趋势[J].建筑石膏与胶凝材料,2000,10:2224
[53]何思龙,黄先应,陈孟诗,等.形状记忆合金增强钢筋混凝土自诊断与自适应智能结构系统的研究[A].96中国材料研讨会论文集(功能材料)[C].北京:化学工业出版社,1996.622625
[54]A.K.Maji,I.Negret.Smart prestressing with shape memory alloy[J].Journal ofEngineeringMechanics,1998,124(10):11211128
[55]邓宗才,李庆斌.形状记忆合金对混凝土梁驱动效应分析[J].土木工程学报,2002,35(2):4147
[56]邓宗才,李庆斌.形状记忆合金混凝土轴心构件的变形特性[J].清华大学学报(自然科学版),2002,42(11):15441547
[57]李庆斌,纠安全,邓宗才,等.智能混凝土结构的控制系统研究与实施[J].水力发电学报,2003,(3):2528
[58]Y.Sakai,Y.Kitagawa,T.Fukuta, et al.Experimentstudy on enhancement of self restoration of concretebeams usingSMA wire[R].Proceeding ofSPIE,2003.178186
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心