Study on SMA Pseudo-Rubber Metal Damper

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Abstract:

In this paper, Shape Memory Alloy (SMA) Pseudo-Rubber Metal (PRM) was studied, and comparative test with common Pseudo-Rubber Metal was carried out. The enveloped area of hysteresis curve of SMA PRM is clearly larger than that of common PRM, which indicates the damping of SMA PRM overmatches that of common PRM. The stiffness value of SMA PRM and common PRM increases with their distortion amplitude’s increase, and the stiffness value of SMA PRM is less than that of common PRM. The carrying capacity, stiffness and damping of PRM are related with its relative density. The hysteresis behavior of SMA PRM is stable and basically not related with repeating load effect. Moreover, SMA PRM damper device was studied and developed, and comparative test with common Pseudo-Rubber Metal was carried out.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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3709-3716

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May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] G. W. Housner et al, Structural Control: Past, Present, and Future, Journal of Engineering Mechanics, Vol.123, No.11, (1997)

Google Scholar

[2] Robert C K, Jack H, Steve S. Structural damping with shape-memory alloys:one class of devices[R]. SPIE 2445, 1995:225-240.

Google Scholar

[3] Adachi Y, Unjoh S. Experimental study on seismic response control of bridge by damper devices using shape memory alloys[C]. Proc of the 2nd World Conf on Structural Control, Kyoto, Japan, 1998. 235-242.

Google Scholar

[4] Witting P R, Cozzarelli F A. Shape memory structural dampers:material properties.design and seismic testing. Report No, NCEER-920013, National Center for Earthquake Eng Res.1992.

Google Scholar

[5] Grasser E J , Cozzarelli F A. Shape memory alloys as new materials for aseismic isolation[J ] . Journal of EngineeringMechanics , ASCE ,1991 ,117 (11) :2590~2608

DOI: 10.1061/(asce)0733-9399(1991)117:11(2590)

Google Scholar

[6] Whittaker A S ,Krumme R , Sweeney S C , et al . Structural control of buildings response using shape memory alloys [ R ] . USACERL

Google Scholar

[7] Technical Report ,(1995)

Google Scholar

[8] Witting P R , Cozzarelli F A. Shape memory structural dampers : Material properties , design and seismic testing[R] . National Center for

Google Scholar

[9] Earthquake Engineering Research , (1993)

Google Scholar

[10] Deng Jianbo. Theoretical and experimental investigation on characteristics of a new structural damping material metal rubber [ D ] .

Google Scholar

[11] Dept . of Propulsion , Beijing University of Aeronautics and Astronautics ,1997 (in Chinese)

Google Scholar

[12] Piedboeuf M C , Gauvin R. Damping behavior of shape memory alloys : strain amplitude , frequency and temperature effects. J of Sound and Vibration , 1998 , 214(5) : 885~901

DOI: 10.1006/jsvi.1998.1578

Google Scholar

[13] Han Yulin, Li Aiqun, Lin Pinghua, Zhang Zhiqiang, Research and Prospect of Civil Structure Vibration Control by Shape Memory Alloy, JOURNAL OF SOUTHEAST UNIVERSITY (Natural Science Edition), 2000, 30(1):146-154

Google Scholar

[14] Jiang Hongyuan, xia yuhong, Ao Hongrui. Experimental Research on Characteristics of Metal Rubber Element. China Mechanical Engineering, 2001, 12(11): 1294-1297.

Google Scholar

[15] Zhao Hongtie, Xu Zhaodong, Zhang xinghu. Study, application and development of energy dissipation and damping control. [J] Xi'an Univ of Arch, & Tech, 2001, 33(1):1-6.

Google Scholar

[16] Xia yuhong, Jiang Hongyuan, etc. Effect of original size of MR elements on its inner micro-structural characteristics, Journal of harbin institute of technology, 2006, 38(9): 1461-1464

Google Scholar