SMA超弹性及减隔震器的研究与发展
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摘要
讨论了影响SMA超弹性性能的主要因素,分析了两种不同的超弹性本构关系,总结了SMA超弹性阻尼器在工程振动控制领域的最新研究进展,包括各种阻尼器的减、隔震效果及作用机制,布置方式和优化设计等,展望了SMA在减、隔震方面的发展趋势。
The primary factors influencing the super-elasticity performance of SMA were discussed,two kinds of simple constitutive relationships of super-elasticity were analyzed,and the latest research and development of super-elastic SMA damper in civil engineering vibration control area were also summarized herein,including the reduction and isolation effect of all kinds of dampers and their function mechanism,layout mode and optimum design and so on.The potential development of SMA in terms of damping and seismic isolation control were prospected.
The primary factors influencing the super-elasticity performance of SMA were discussed,two kinds of simple constitutive relationships of super-elasticity were analyzed,and the latest research and development of super-elastic SMA damper in civil engineering vibration control area were also summarized herein,including the reduction and isolation effect of all kinds of dampers and their function mechanism,layout mode and optimum design and so on.The potential development of SMA in terms of damping and seismic isolation control were prospected.
引文
[1]韩玉林,李爱群,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,2000,30(1):146-154.
[2]吴波,孙科学,等.热处理对形状记忆合金超弹性滞回性能的影响[J].振动工程学报,2000,9(3):449-454.
[3]黄兵民,王永前,等.近等原子比Ni-Ti形状记忆合金的超弹性[J].中国有色金属学报.1996,12(4):136-139.
[4]Anand L,Gurtin M E.Thermal effects in the super-elasticityof crystalline shape memory materials[J].J Mech PhySolids,2003,51:1015-1058.
[5]倪立峰,等.工程结构的SMA超弹性阻尼研究[J].东南大学学报,33(2):168-171.
[6]Entemeyer D,Patoor E,Eberhardt A,Berveiller M.Strainrate sensitivity in super-elasticity[J].Int J Plasticity,2000,16:1269-1288.
[7]左晓宝,等.超弹性形状记忆合金丝(Ni-Ti)力学性能的试验研究[J].土木工程学报,2004,37(22):10-16.
[8]Wei Z G,Tang C Y,Lee W B.Design and fabrication of in-telligent composite base on shape memory alloys[J].J MaterProc Tech,1997,69:68-74.
[9]巩建鸣,等.循环加载条件下TiNi形状记忆合金超弹性变形特性分析与模拟[J].材料航空学报,2002,22(4):6-12.
[10]Liang C and Rogers C A,One-Dimensional ThermomechnicalConstitutive Relations for Shape Memory Materials[J].Joural of Inteligent Material Sytems and Structures,1990,1:207-234.
[11]Graesser E J,Cozarelli F A.Shape memory alloys as a newmaterials for a seismic isolation[J].J Eng Mech ASCE,1991,117(11):2590-2608.
[12]Saadat S,Salichs J,et al.An overview of vibration and seis-mic application of NiTi shape memory alloy.Smart Materialsand Structures 2002,11:218-229.
[13]Wilde K,Gardoni P,fujino Y.Base Isolation system withshape memory alloy device for elevated highwaybridges.Engineering Structures 2000,22:222-229.
[14]Dolce M,Cardone D,Mametto R.SMA re-centering devicesfor seismic isolation of civil structures.Proceedings of SPIE2001,4330:238-249.
[15]Khan MM,Lagoudas D.Modeling of shape memory alloypseudoelastic spring elements using Preisach model for pas-sive vibration isolation.Proceedings of SPIE 2002,4693:336-347.
[16]Mayes JJ,Lagoudas D,Henderson BK An experimental in-vestigation of shape memory alloy pseudoelastic springs forpassive vibration isolation.In:AIAA space 2001 conferenceand exposition.2001.
[17]Corbi O.Shape memory alloys and their application in struc-tural oscillations attenuation.Simulation Modeling Practiceand Theory 2003,11:387-402.
[18]Han YL et al.Structural vibration control by shape memoryalloy damper.Earthquake Engineering and Structural Dy-namics.2003,32:483-494.
[19]Saadat S,Noori M et al.Using NiTi SMA tendons for vibra-tion control of coastal structures.Smart Materials and Struc-tures 2001,10:695-704.
[20]Sun S,Rajapakse RKND.Dynamic response of a frame withSMA bracing.Proceedings of SPIE 2003,5053:262-270.
[21]Seelecke S et al.Simulation of earthquake-induced struc-tural vibration is systems with SMA damping ele-ments.Proceedings of SPIE 2002,4697:238-245.
[22]Duval L,Noori MN et al.Random vibration studies of anSDOP system with shape memory restoring force.Physica B2000,275:138-141.
[23]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):56-62.
[24]肖尔田,韩玉林,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),2003,35(5):606-610.
[25]Li H,Liu M et al.Vibration mitigation of a stay cable withone shape memory alloy damper.Structural Control andHealth Monitoring 2004,11:1-36.
[26]Destoches R,Delemont M.Seismic retrofit of simply support-ed bridges using shape memory alloys.Engineering Structures2002,24:325-332.
[27]Tamai H,Kitagawa Y.Pseudoelastic behavior of shape mem-ory alloy wires and its application to seismic resistance mem-ber for building.Computational Materials Science 2002,25:218-227.
[28]Tamai H,Miura K et al.Application of SMA rod to exposed-type column base in smart structural system.Proceedingsof SPIE 2003,5057:169-177.
[29]Leon RT,et al.Innovative beam column using shape memoryalloys.Proceedings of SPIE 2001,4330:227-237.
[30]Indirli M et al.Demo application of shape memory alloy de-vices:the rehabilitation of S.Georgio Church Bell Tow-er.Proceedings of SPIE 2001,4330:262-272.
[31]Sakai Y,Kitagawa Y,Fukuta T,Iila M Experimentalstudy on enhancement of self-restoration of concrete beamsusing SMA wire.Proceeding of SPIE 2003,5057:178-186.
[32]Otero K.Intelligent reinforced concrete structures usingshape memory alloys.M.S.thesis.Advisor:Dr.G.Song,U-niversity of Houston,2004.
[33]李忠献,陈海泉,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程震动,2002,22(2):143-148.
[34]李忠献,张媛,等.轻轨铁路站桥结构体系抗震分析与隔震研究[J].地震工程与工程震动,2003,23(6):163-168.
[35]薛素铎,庄鹏,李彬双.SMA-橡胶支座的力学性能试验研究[J].世界地震工程.2005,21(4):10-15.
[36]邓宗才,孙宏俊,等.新型SMA隔震支座动载性能试验研究[J].中国工程科学.2005,7(12):61-68.
[2]吴波,孙科学,等.热处理对形状记忆合金超弹性滞回性能的影响[J].振动工程学报,2000,9(3):449-454.
[3]黄兵民,王永前,等.近等原子比Ni-Ti形状记忆合金的超弹性[J].中国有色金属学报.1996,12(4):136-139.
[4]Anand L,Gurtin M E.Thermal effects in the super-elasticityof crystalline shape memory materials[J].J Mech PhySolids,2003,51:1015-1058.
[5]倪立峰,等.工程结构的SMA超弹性阻尼研究[J].东南大学学报,33(2):168-171.
[6]Entemeyer D,Patoor E,Eberhardt A,Berveiller M.Strainrate sensitivity in super-elasticity[J].Int J Plasticity,2000,16:1269-1288.
[7]左晓宝,等.超弹性形状记忆合金丝(Ni-Ti)力学性能的试验研究[J].土木工程学报,2004,37(22):10-16.
[8]Wei Z G,Tang C Y,Lee W B.Design and fabrication of in-telligent composite base on shape memory alloys[J].J MaterProc Tech,1997,69:68-74.
[9]巩建鸣,等.循环加载条件下TiNi形状记忆合金超弹性变形特性分析与模拟[J].材料航空学报,2002,22(4):6-12.
[10]Liang C and Rogers C A,One-Dimensional ThermomechnicalConstitutive Relations for Shape Memory Materials[J].Joural of Inteligent Material Sytems and Structures,1990,1:207-234.
[11]Graesser E J,Cozarelli F A.Shape memory alloys as a newmaterials for a seismic isolation[J].J Eng Mech ASCE,1991,117(11):2590-2608.
[12]Saadat S,Salichs J,et al.An overview of vibration and seis-mic application of NiTi shape memory alloy.Smart Materialsand Structures 2002,11:218-229.
[13]Wilde K,Gardoni P,fujino Y.Base Isolation system withshape memory alloy device for elevated highwaybridges.Engineering Structures 2000,22:222-229.
[14]Dolce M,Cardone D,Mametto R.SMA re-centering devicesfor seismic isolation of civil structures.Proceedings of SPIE2001,4330:238-249.
[15]Khan MM,Lagoudas D.Modeling of shape memory alloypseudoelastic spring elements using Preisach model for pas-sive vibration isolation.Proceedings of SPIE 2002,4693:336-347.
[16]Mayes JJ,Lagoudas D,Henderson BK An experimental in-vestigation of shape memory alloy pseudoelastic springs forpassive vibration isolation.In:AIAA space 2001 conferenceand exposition.2001.
[17]Corbi O.Shape memory alloys and their application in struc-tural oscillations attenuation.Simulation Modeling Practiceand Theory 2003,11:387-402.
[18]Han YL et al.Structural vibration control by shape memoryalloy damper.Earthquake Engineering and Structural Dy-namics.2003,32:483-494.
[19]Saadat S,Noori M et al.Using NiTi SMA tendons for vibra-tion control of coastal structures.Smart Materials and Struc-tures 2001,10:695-704.
[20]Sun S,Rajapakse RKND.Dynamic response of a frame withSMA bracing.Proceedings of SPIE 2003,5053:262-270.
[21]Seelecke S et al.Simulation of earthquake-induced struc-tural vibration is systems with SMA damping ele-ments.Proceedings of SPIE 2002,4697:238-245.
[22]Duval L,Noori MN et al.Random vibration studies of anSDOP system with shape memory restoring force.Physica B2000,275:138-141.
[23]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):56-62.
[24]肖尔田,韩玉林,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),2003,35(5):606-610.
[25]Li H,Liu M et al.Vibration mitigation of a stay cable withone shape memory alloy damper.Structural Control andHealth Monitoring 2004,11:1-36.
[26]Destoches R,Delemont M.Seismic retrofit of simply support-ed bridges using shape memory alloys.Engineering Structures2002,24:325-332.
[27]Tamai H,Kitagawa Y.Pseudoelastic behavior of shape mem-ory alloy wires and its application to seismic resistance mem-ber for building.Computational Materials Science 2002,25:218-227.
[28]Tamai H,Miura K et al.Application of SMA rod to exposed-type column base in smart structural system.Proceedingsof SPIE 2003,5057:169-177.
[29]Leon RT,et al.Innovative beam column using shape memoryalloys.Proceedings of SPIE 2001,4330:227-237.
[30]Indirli M et al.Demo application of shape memory alloy de-vices:the rehabilitation of S.Georgio Church Bell Tow-er.Proceedings of SPIE 2001,4330:262-272.
[31]Sakai Y,Kitagawa Y,Fukuta T,Iila M Experimentalstudy on enhancement of self-restoration of concrete beamsusing SMA wire.Proceeding of SPIE 2003,5057:178-186.
[32]Otero K.Intelligent reinforced concrete structures usingshape memory alloys.M.S.thesis.Advisor:Dr.G.Song,U-niversity of Houston,2004.
[33]李忠献,陈海泉,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程震动,2002,22(2):143-148.
[34]李忠献,张媛,等.轻轨铁路站桥结构体系抗震分析与隔震研究[J].地震工程与工程震动,2003,23(6):163-168.
[35]薛素铎,庄鹏,李彬双.SMA-橡胶支座的力学性能试验研究[J].世界地震工程.2005,21(4):10-15.
[36]邓宗才,孙宏俊,等.新型SMA隔震支座动载性能试验研究[J].中国工程科学.2005,7(12):61-68.
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