Research overview of different families of shape memory alloys used in structure vibration control
HUANG Haoyu1，CHANG Wenshao2
1.College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2.School of Architecture, The University of Sheffield, Sheffield S10 2TN, UK
Abstract：Structure vibration control using shape memory alloy(SMA) has been widely considered.Currently, the SMA is developing pretty fast while there are huge differences among various families of SMAs.Therefore, the appropriate selection of the SMAs in structure vibration control is quite essential.In the paper, the developments of SMAs were reviewed with respect to mechanical properties, thermal control properties, cost and service safety, etc.Then, the structure passive control, structure active control and structure semi-active control using SMA were summarized and the advantages, challenges and potentials of different families of SMAs in these applications were discussed.The paper provides an outlook for the applications of SMAs in civil engineering and points out crucial problems which need to be solved in future studies.
黄浩宇,张纹韶2. 不同种类形状记忆合金在结构振动控制中的研究现状[J]. 振动与冲击, 2019, 38(18): 154-164.
HUANG Haoyu1，CHANG Wenshao2. Research overview of different families of shape memory alloys used in structure vibration control. JOURNAL OF VIBRATION AND SHOCK, 2019, 38(18): 154-164.
[1] Ocel J, DesRoches R, Leon R T, Hess W G, Krumme R, Hayes J R, Sweeney S. Steel beam-column connections using shape memory alloys [J]. J Struct Eng-Asce, 2004, 130(5): 732-740.
[2] Huang H Y, Chang W S, Mosalam K M. Feasibility of shape memory alloy in a tuneable mass damper to reduce excessive in-service vibration [J]. Struct Control Hlth, 2017, 24(2): 1-14.
[3] Janke L, Czaderski C, Motavalli M, Ruth J. Applications of shape memory alloys in civil engineering structures - Overview, limits and new ideas [J]. Mater Struct, 2005, 38(279): 578-592.
[4] Chang W.S., Araki Y. Use of shape memory alloy in construction: A critical review [J]. Proceedings of the ICE - Civil Engineering, 2016 , 169 (2) :87-95.
[5] Buehler W.J., Gilfrich J.V., Wiley R.C. Effects of low-temperature phase changes on the mechanical properties of alloys near composition Ti Ni [J]. J. Appl. Phys, 1963, 34: 1475-1477.
[6] Dolce M, Cardone D. Mechanical behaviour of shape memory alloys for seismic applications - 2. Austenite NiTi wires subjected to tension [J]. Int J Mech Sci, 2001, 43(11): 2657-2677.
[7] Ozbulut O E, Hurlebaus S, Desroches R. Seismic response control using shape memory alloys: a review [J]. J Intel Mat Syst Str, 2011, 22(14): 1531-1549.
[8] Araki Y, Endo T, Omori T, Sutou Y, Koetaka Y, Kainuma R, Ishida K. Potential of superelastic Cu-Al-Mn alloy bars for seismic applications [J]. Earthquake Eng Struc, 2011, 40(1): 107-115.
[9] 郑成琪, 程晓农. CuAlMn形状记忆合金的高阻尼特性 [J]. 中国有色金属学报, 2004, 14(2): 194-198.
ZHENG Cheng-qi, CHENG Xiao-nong. High-damping capacity of CuAlMn shape memory alloys [J]. The Chinese Journal of Nonferrous Metals, 2004, 14(2): 194-198. (in Chinese)
[10] Siredey N, Hautcoeur A, Eberhardt A. Lifetime of superelastic Cu-Al-Be single crystal wires under bending fatigue [J]. Mat Sci Eng a-Struct, 2005, 396(1-2): 296-301.
[11] Huang H. A Temperature Controlled semi-active tuned mass damper using shape memory alloy for vibration reduction applications [D]. Bath, University of Bath, 2017.
[12] DesRoches R, McCormick J, Delemont M. Cyclic properties of superelastic shape memory alloy wires and bars [J]. J Struct Eng-Asce, 2004, 130(1): 38-46.
[13] Soul H, Isalgue A, Yawny A, Torra V, Lovey F C. Pseudoelastic fatigue of NiTi wires: frequency and size effects on damping capacity [J]. Smart Mater Struct, 2010, 19(8):
[14] Gencturk B, Araki Y, Kusama T, Omori T, Kainuma R, Medina F. Loading rate and temperature dependency of superelastic Cu-Al-Mn alloys [J]. Constr Build Mater, 2014, 53(555-560.
[15] Yamauchi K, Ohkata I, Tsuchiya K, Miyazaki S. Shape memory and superelastic alloys: technologies and applications [M]. Cambridge, UK: Woodhead Publishing Limited, 2011.
[16] Tanaka Y, Himuro Y, Kainuma R, Sutou Y, Omori T, Ishida K. Ferrous Polycrystalline Shape-Memory Alloy Showing Huge Superelasticity [J]. Science, 2010, 327(5972): 1488-1490.
[17] Omori T, Ando K, Okano M, Xu X, Tanaka Y, Ohnuma I, Kainuma R, Ishida K. Superelastic effect in polycrystalline ferrous alloys [J]. Science, 2011, 333(6038): 68-71.
[18] Araya R, Marivil M, Mir C, Moroni O, Sepulveda A. Temperature and grain size effects on the behavior of CuAlBe SMA wires under cyclic loading [J]. Materials science and engineering A - structural materials properties microstructure and processing, 2008, 496(1-2): 209-213.
[19] Torra V, Isalgue A, Lovey F C, Martorell F, Molina F J, Sade M, Tachoire H. Shape memory alloys: From the physical properties of metastable phase transitions to dampers for civil engineering applications [J]. J Phys Iv, 2004, 113(85-90.
[20] Strnadel B, Ohashi S, Ohtsuka H, Ishihara T, Miyazaki S. Cyclic Stress-Strain Characteristics of Ti-Ni and Ti-Ni-Cu Shape-Memory Alloys [J]. Materials Science and Engineering a-Structural Materials Properties Microstructure and Processing, 1995, 202(1-2): 148-156.
[21] 张振华, 绳飘, 王钦亭, 吴志强. 超弹性形状记忆合金阻尼器的减振特性研究 [J]. 振动与冲击, 2017, 36(19): 169-174.
ZHANG Zhenhua, SHENG Piao, WANG Qinting, et al. Vibration reduction characteristics of a superelastic shape memory alloy damper [J]. Journal of Vibration and Shock, 2017, 36(19): 169-174. (in Chinese)
[22] Niitsu K, Omori T, Kainuma R. Superelasticity at low temperatures in Cu-17Al-15Mn (at%) shape memory alloy [J]. Mater Trans, 2011, 52(8): 1713-1715.
[23] Araki Y, Maekawa N, Omori T, Sutou Y, Kainuma R, Ishida K. Rate-dependent response of superelastic Cu-Al-Mn alloy rods to tensile cyclic loads [J]. Smart Materials and Structures, 2012, 21(3): 1-7.
[24] ARUP. Shape-memory alloy seismic application to 10-story Japanese building – loss and downtime assessment [R]. San Francisco, CA, USA, 2015.
[25] Cladera A, Weber B, Leinenbach C, Czaderski C, Shahverdi M, Motavalli M. Iron-based shape memory alloys for civil engineering structures: An overview [J]. Constr Build Mater, 2014, 63(281-293.
[26] Desroches R, Smith B. Shape memory alloys in seismic resistant design and retrofit: A critical review of their potential and limitations [J]. J Earthq Eng, 2004, 8(3): 415-429.
[27] Imbeni V, Martini C, Prandstraller D, Poli A, Trepanier C, Duerig T W. Preliminary study of micro-scale abrasive wear of a NiTi shape memory alloy [J]. Wear, 2003, 254(12): 1299-1306.
[28] Migliavacca F, Petrini L, Massarotti P, Schievano S, Auricchio F, Dubini G. Stainless and shape memory alloy coronary stents: a computational study on the interaction with the vascular wall [J]. Biomech Model Mechan, 2004, 2(4): 205-217.
[29] Ishibashi M, Tabata N, Suetake T, Omori T, Sutou Y, Kainuma R, Yamauchi K, Ishida K. A simple method to treat an ingrowing toenail with a shape-memory alloy device [J]. J Dermatol Treat, 2008, 19(5): 291-292.
[30] IARC. Meeting of the IARC working group on beryllium, cadmium, mercury and exposures in the glass manufacturing industry.[J]. Scandinavian Journal of Work Environment & Health, 1993, 19(5): 360-363.
[31] Torra V, Isalgue A, Lovey F C, Sade M. Shape memory alloys as an effective tool to damp oscillations Study of the fundamental parameters required to guarantee technological applications [J]. J Therm Anal Calorim, 2015, 119(3): 1475-1533.
[32] 左晓宝, 李爱群, 倪立峰, 陈庆福. 形状记忆合金在结构振动控制中的研究与应用 [J]. 噪声与振动控制, 2004, 24(2): 10-13.
ZUO Xiao-bao, LI Ai-qun , NI Li-feng, et al. Investigation and Application of Intelligent Seismic-Reduced Structure Using Shape Memory Alloy[J]. Noise and Vibration Control, 2004, 24(2): 10-13. (in Chinese)
[33] 薛素铎, 董军辉, 卞晓芳, 李彬双. 一种新型形状记忆合金阻尼器 [J]. 建筑结构学报, 2005, 26(3): 45-50.
XUE Suduo, DONG Junhui, BIAN Xiaofang, et al. A new type of shape memory alloy damper [J]. Journal of Building Structures, 2005, 26(3): 45-50. (in Chinese)
[34] Han Y L, Li Q S, Li A Q, Leung A Y T, Lin P H. Structural vibration control by shape memory alloy damper [J]. Earthquake Engineering & Structural Dynamics, 2003, 32(3): 483-494.
[35] Clark P W, Aiken I D, Kelly J M, Higashino M, Krumme R C. Experimental and analytical studies of shape memory alloy dampers for structural control [J]. P Soc Photo-Opt Ins, 1995, 2445(241-251.
[36] 任文杰, 姚会哲, 马志成, 宋娃丽. 形状记忆合金-摩擦串联复合阻尼器对偏心结构振动控制的研究 [J]. 振动与冲击, 2015, 8): 112-116.
REN Wen-jie, YAO Hui-zhe, MA Zhi-cheng, et al. Vibration control of a eccentric structure using SMA-friction tandem dampers [J]. Journal of Vibration and Shock, 2015, (8): 112-116. (in Chinese)
[37] Lafortune P, Jason J, Desroches R, Terriault P. Testing of Superelastic Recentering Pre-Strained Braces for Seismic Resistant Design [J]. J Earthq Eng, 2007, 11(3): 383-399.
[38] Auricchio F, Fugazza D, Desroches R. Earthquake performance of steel frames with nitinol braces [J]. J Earthq Eng, 2006, 10(45-66.
[39] Asgarian B, Moradi S. Seismic response of steel braced frames with shape memory alloy braces [J]. J Constr Steel Res, 2011, 67(1): 65-74.
[40] McCormick J, DesRoches R, Fugazza D, Auricchio F. Seismic assessment of concentrically braced steel frames with shape memory alloy braces [J]. J Struct Eng-Asce, 2007, 133(6): 862-870.
[41] Massah S R, Dorvar H. Design and analysis of eccentrically braced steel frames with vertical links using shape memory alloys [J]. Smart Materials and Structures, 2014, 23(11):
[42] Naeem A, Eldin M N, Kim J, Kim J. Seismic performance evaluation of a structure retrofitted using steel slit dampers with shape memory alloy bars [J]. Int J Steel Struct, 2017, 17(4): 1627-1638.
[43] 毛晨曦, 李惠, 欧进萍. 形状记忆合金被动阻尼器及结构地震反应控制试验研究和分析 [J]. 建筑结构学报, 2005, 26(3): 38-44.
MAO Chenxi, LI Hui, OU Jinping. Experimental and analytical investigations of shape memory alloy as passive energy dissipation device for seismic response reduction of building [J]. Journal of Building Structures, 2005, 26(3): 38-44. (in Chinese)
[44] 陈云, 吕西林, 蒋欢军. 基于形状记忆合金的新型消能减震装置抗震性能研究 [J]. 振动与冲击, 2012, 31(15): 110-115.
CHEN Yun, LV Xi-lin, JIANG Huan-jun. Seismic performance of a new energy dissipation device based on shape memory alloys [J]. Journal of Vibration and Shock, 2012, 31(15): 110-115. (in Chinese)
[45] Araki Y, Maekawa N, Shrestha K C, Yamakawa M, Koetaka Y, Omori T, Kainuma R. Feasibility of tension braces using Cu-Al-Mn superelastic alloy bars [J]. Struct Control Hlth, 2014, 21(10): 1304-1315.
[46] Porteous J, Kermani A. Structural timber design to Eurocode 5 (2nd edition) [M]. Chichester: Wiley-Blackwell, 2013.
[47] Chang W S, Murakami S, Komatsu K, Araki Y, Shrestha K, Omori T, Kainuma R. Technical Note: Potential to Use Shape Memory Alloy in Timber Dowel-Type Connections [J]. Wood Fiber Sci, 2013, 45(3): 330-334.
[48] Huang H Y, Chang W S. Seismic resilience timber connectionadoption of shape memory alloy tubes as dowels [J]. Struct Control Hlth, 2017, 24(10):
[49] 钱辉, 徐艺文, 李宏男. 形状记忆合金自复位钢框架节点抗震性能数值模拟及参数分析 [J]. 世界地震工程, 2017, 3): 67-77.
QIAN Hui, XU Yiwen, LI Hongnan. Numerical simulation and parameter analysis of seismic performance of self-centering steel frame joints with shape memory alloy tendons[J]. World Earthquake Engineering, 2017, (3): 67-77. (in Chinese)
[50] Fang C, Wang W, He C, Chen Y Y. Self-centring behaviour of steel and steel-concrete composite connections equipped with NiTi SMA bolts [J]. Eng Struct, 2017, 150(390-408.
[51] Fang C, Yam M C H, Lam A C C, Xie L K. Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts [J]. J Constr Steel Res, 2014, 94(122-136.
[52] Fang C, Yam M C H, Lam A C C, Zhang Y Y. Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices [J]. Smart Materials and Structures, 2015, 24(7):
[53] Wang W, Fang C, Liu J. Self-Centering Beam-to-Column Connections with Combined Superelastic SMA Bolts and Steel Angles [J]. J Struct Eng, 2017, 143(2):
[54] Wang W, Fang C, Yang X, Chen Y Y, Ricles J, Sause R. Innovative use of a shape memory alloy ring spring system for self-centering connections [J]. Eng Struct, 2017, 153(503-515.
[55] 武振宇, 何小辉, 张耀春, 赵振利. 采用马氏体镍钛形状记忆合金螺杆的钢框架梁柱节点滞回性能试验研究 [J]. 建筑结构学报, 2011, 32(10): 97-106.
WU Zhenyu, HE Xiaohui, ZHANG Yaochun, et al. Experiment on hysteretic behavior of beam-to-column connection using martensite NiTi shape memory alloy threaded rods in steel frame[J]. Journal of Building Structures, 2011, 32(10): 97-106. (in Chinese)
[56] Sepulveda J, Boroschek R, Herrera R, Moroni O, Sarrazin M. Steel beam-column connection using copper-based shape memory alloy dampers [J]. J Constr Steel Res, 2008, 64(4): 429-435.
[57] Abdulridha A, Palermo D, Foo S, Vecchio F J. Behavior and modeling of superelastic shape memory alloy reinforced concrete beams [J]. Eng Struct, 2013, 49(893-904.
[58] 崔迪, 李宏男, 宋钢兵. 形状记忆合金混凝土梁力学性能试验研究 [J]. 工程力学, 2010, 27(2): 117-123.
CUI Di, LI Hong-nan, SONG Gang-bing. Behavior of SMA reinforced concrete beam [J]. Engineering Mechanics, 2010, 27(2): 117-123. (in Chinese)
[59] 匡亚川, 欧进萍. 具有损伤自修复功能的智能混凝土梁 [J]. 功能材料, 2007, 38(11): 1866-1870.
KUANG Ya-chuan, OU Jin-ping. Smart concrete beams with damage self-repairing capacity [J]. Journal of Functional Materials, 2007, 38(11): 1866-1870. (in Chinese)
[60] Saiidi M S, Wang H Y. Exploratory study of seismic response of concrete columns with shape memory alloys reinforcement [J]. Aci Struct J, 2006, 103(3): 436-443.
[61] Effendy E, Liao W I, Song G, et al. Seismic Behavior of Low-Rise Shear Walls with SMA Bars [C]. The Workshop on Biennial International Conference on Engineering. 2006:1-8.
[62] Indirli M, Castellano M G, Clemente P, et al. Demo-application of shape memory alloy devices: the rehabilitation of the S. Giorgio Church bell tower[C]. Spie Smart Systems for Bridges, Structures, & Highways. International Society for Optics and Photonics, 2001: 262-272.
[63] Paret T F, Freeman S A, Searer G R, Hachem M, Gilmartin U M. Using traditional and innovative approaches in the seismic evaluation and strengthening of a historic unreinforced masonry synagogue [J]. Eng Struct, 2008, 30(8): 2114-2126.
[64] 黄襄云, 王凤华. 安装新型形状记忆合金阻尼器的古塔结构地震反应有限元分析 [J]. 振动与冲击, 2012, 20): 38-45.
HUANG Xiang-yun, WANG Feng-hua. Finite-element analysis for seismic response of an ancient pagoda with installed SMA damper [J]. Journal of Vibration and Shock, 2012, 20: 38-45. (in Chinese)
[65] Baz A, Imam K, Mccoy J. Active Vibration Control of Flexible Beams Using Shape Memory Actuators [J]. J Sound Vib, 1990, 140(3): 437-456.
[66] Belyaev S P, Volkov A E, Voronkov A V. Mechanical oscillations in TiNi under synchronized martensite transformations [J]. Journal of Engineering Materials and Technology-Transactions of the ASME, 1999, 121(1): 105-107.
[67] Benzaoui H, Lexcellent C, Chaillet N, Lang B, Bourjault A. Experimental study and modeling of a TiNi shape memory alloy wire actuator [J]. Journal of Intelligent Material Systems and Structures, 1997, 8(7): 619-629.
[68] 陈健, 林萍华, 王寅岗, 吴卫兵. SMA树脂复合结构梁振动特性的研究 [J]. 东南大学学报(自然科学版), 1999, 29(5): 151-155.
CHEN Jian, LIN Pinhua, WANG Yingang, et al. Research on the vibration characteristics of compound beam made of SMA and resin[J]. Journal of Southeast University, 1999, 29(5): 151-155. (in Chinese)
[69] Williams K, Chiu G, Bernhard R. Adaptive-passive absorbers using shape-memory alloys [J]. J Sound Vib, 2002, 249(5): 835-848.
[70] Rustighi E, Brennan M J, Mace B R. A shape memory alloy adaptive tuned vibration absorber: design and implementation [J]. Smart Mater Struct, 2005, 14(1): 19-28.
[71] Savi M A, De Paula A S, Lagoudas D C. Numerical investigation of an adaptive vibration absorber using shape memory alloys [J]. J Intel Mat Syst Str, 2011, 22(1): 67-80.
[72] Aguiar R A A, Savi M A, Pacheco P M C L. Experimental investigation of vibration reduction using shape memory alloys [J]. J Intel Mat Syst Str, 2013, 24(2): 247-261.
[73] Mani Y, Senthilkumar M. Shape memory alloy-based adaptive-passive dynamic vibration absorber for vibration control in piping applications [J]. J Vib Control, 2015, 21(9): 1838-1847.
[74] Williams K A, Chiu G T C, Bernhard R J. Dynamic modelling of a shape memory alloy adaptive tuned vibration absorber [J]. J Sound Vib, 2005, 280(1-2): 211-234.
[75] Huang H, Chang W-S. Application of pre-stressed SMA-based tuned mass damper to a timber floor system [J]. Eng Struct, 2018, 167(143-150.
[76] Berardengo M, Cigada A, Guanziroli F, Manzoni S. Modelling and control of an adaptive tuned mass damper based on shape memory alloys and eddy currents [J]. J Sound Vib, 2015, 349(18-38.
[77] 孙万泉, 李庆斌. 基于形状记忆合金的TMD半主动控制 [J]. 哈尔滨工业大学学报, 2009, 41(6): 164-168.
SUN Wan-quan, LI Qing-bin. TMD semi-active control with shape memory alloy [J]. Journal of Harbin Institute of Technology, 2009, 41(6): 164-168. (in Chinese)
