Research on vibration reduction characteristics of the superelastic shape memory alloy damper

PDF(609 KB)

Journal of Vibration and Shock ›› 2017, Vol. 36 ›› Issue (19) : 169-184.

Zhang Zhenhua1,Sheng piao1, Wang Qinting1,Wu Zhiqiang2

Author information +

History +

Abstract

In order to choose the reasonable application environment of shape memory alloy damper, the influences of environment parameters such as temperature and amplitude of excitation on vibration reduction characteristics of the shape memory alloy damper are investigated. The dynamic equation of the vibration system is firstly established as the bilinear model is adopted to describe the superealsticity of SMA, and then transform the equation into the dimensionless one. Subsequently, the primary resonance amplitude-frequency response equation of the dynamic system is acquired by the average method, and the accuracy of the one is confirmed by the numerical method. Finally, the concepts of resonance amplitude ratio and resonance frequency ratio between the system with SMA damper and the corresponding linearization system are defined to express respectively the effects of vibration reduction and frequency tuning of SMA damper, and the relationships between the environment parameters and the effects are studied. The results suggest that the vibration reduction effect will be weaken as the temperature increasing, and the SMA damper will work well in a certain range of excitation amplitude. The results will give the guide to choose the application environment for the SMA damper.

Cite this article

EndNote

Ris (Procite)

Bibtex

Download Citations

Zhang Zhenhua1,Sheng piao1, Wang Qinting1,Wu Zhiqiang2. Research on vibration reduction characteristics of the superelastic shape memory alloy damper[J]. Journal of Vibration and Shock, 2017, 36(19): 169-184

References

[1] Graesser EJ, Cozzarelli FA. Shape memory alloys as newmaterials for aseismic isolation [J]. J EngMech ASCE, 1991, 117(11):2590–2608.
[2] 薛素铎，石光磊，庄鹏. SMA复合摩擦阻尼器性能的试验研究[J]. 地震工程及工程振动，2007，27(2)：145-151
XueSuduo，Shi Guanlei，Zhuang Peng. Performance testing of SMA incorporated friction dampers [J]. Earthquake Engineering and Engineering Vibration, 2007,27(2): 145-151
[3] 刘海卿，崔衍斌，欧进萍，王学庆. SMA复合支座一巨型框架结构体系减震效果分析[J]. 地震工程与工程振动, 2008, 28(6): 239-244
Liu Haiqin，Cui Yanbin，OuJinpin，Wang Xueqin. Damping effect analysis of mega—frame structure based onSMA compound bearing[J]. Earthquake Engineering and Engineering Vibration, 2008, 28(6): 239-244
[4] Qian H, Li H, Song G. Experimental investigations of building structure with a superelastic shape memory alloy friction damper subject to seismic loads[J]. Smart Materials and Structures, 2016, 25(12): 125026.
[5] Chou C C, Tsai W J, Chung P T. Development and validation tests of a dual-core self-centering sandwiched buckling-restrained brace (SC-SBRB) for seismic resistance[J]. Engineering Structures, 2016, 121(8): 30-41
[6] Shinozuka M, Chaudhuri S R, Mishra S K. Shape memory alloy supplemented lead rubber bearing (SMA-LRB) for seismic isolation[J]. Probabilistic Engineering Mechanics, 2015, 41(6): 34-45.
[7] Khodaverdian A, Ghorbani-Tanha A K, Rahimian M. An innovative base isolation system with Ni–Ti alloy and its application in seismic vibration control of Izadkhast Bridge [J]. Journal of Intelligent Material Systems and Structures ,2012, 23(8): 897–908
[8] Dezfuli F H, Alam M S. Seismic vulnerability assessment of a steel-girder highway bridge equipped with different SMA wire-based smart elastomeric isolators[J]. Smart Materials and Structures, 2016, 25(7): 075039.
[9] Huang H, Chang W S, Mosalam K M. Feasibility of shape memory alloy in a tuneable mass damper to reduce excessive inservice vibration[J]. Structural Control and Health Monitoring, 2016.
[10] Ozbulut O E, Mir C, Moroni M O, et al. A fuzzy model of superelastic shape memory alloys for vibration control in civil engineering applications[J]. Smart Materials & Structures, 2007, 16(3):818-829(12).
[11] Ozbulut OE, Hurlebaus S. Evaluation of the performance of a sliding-type base isolation system with a NiTi shape memory alloy device considering temperature effects [J]. Engineering Structures, 2010, 32(1): 238-249
[12] Tanaka K, Nagaki S. A thermomechanical description of materials with internal variables in the process of phase transitions [J]. Ing Arch, 1982, 51(5): 287-299
[13] Liang C, Rogers C A. A multi—dimensional constitutive model for shape memory alloys [J]. Journal of Engineering Mathematics, 1992, 26(3): 429-443
[14] Brinson L C, Huang M S. Simplifications and comparisons of shape memory alloy constitutive models [J]. Journal of Intelligent Material Systems and Structures, 1996, 7(1): 108- 114
[15] 陈鑫，李爱群，左晓宝. 超弹性形状记忆合金简化多维本构模型[J]. 东南大学学报(自然科学版), 2009, 39(4): 813-818
Chen Xin, Li Aiqun, ZuoXiaobao. Simplified multidimensional constitutive modelof superelasticity shape memory alloy [J].Journal of southeast university (Natural Science Edition), 2009, 39(4):813-818
[16] Motahari SA, Ghassemieh M. Multilinear one-dimensional shape memory material model for use in structural engineering applications[J]. Engineering Structures, 2007, 29(6): 904–913