Research Papers

Tests and Modeling of a New Vibration Isolation and Suppression Device

[+] Author and Article Information
Zhao-Dong Xu

Key Laboratory of C&PC Structures of the
Ministry of Education,
Southeast University,
Nanjing 210096, China
e-mail: zhdxu@163.com

Yeshou Xu, Chao Xu, Feihong Xu, Cheng Wang

Key Laboratory of C&PC Structures of the
Ministry of Education,
Southeast University,
Nanjing 210096, China

Qianqiu Yang

ARTS Group Co., Ltd.,
Suzhou 215000, China

1Corresponding author.

Contributed by the Dynamic Systems Division of ASME for publication in the JOURNAL OF DYNAMIC SYSTEMS, MEASUREMENT, AND CONTROL. Manuscript received January 7, 2017; final manuscript received April 28, 2017; published online August 28, 2017. Assoc. Editor: Dumitru I. Caruntu.

J. Dyn. Sys., Meas., Control 139(12), 121011 (Aug 28, 2017) (14 pages) Paper No: DS-17-1012; doi: 10.1115/1.4036948 History: Received January 07, 2017; Revised April 28, 2017

Vibration is an environmental factor with hazardous effects on the instruments' precision, structural stability, and service life in engineering fields. Many kinds of energy dissipation devices have been invented to reduce the dynamic responses of structures and instruments due to environmental excitations. In this paper, a new kind of vibration isolation and suppression device with high damping performance, fine deformation recoverability, and bearing capacity for platform structures is developed, which is designed by considering the combination of the energy dissipation mechanisms of viscoelastic material, viscous fluid, and air spring. A series of dynamic properties tests on the device are carried out under different excitation frequencies and displacement amplitudes, and a mathematical model considering the coupling effects of energy dissipation of viscoelastic material, viscous liquid, and air spring is proposed. The research results indicate that the vibration isolation and suppression device has high damping capacity, and the proposed mathematical model can well describe the mechanical properties affected by excitation frequency and displacement amplitude.

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Zhang, B. , Jia, P. , and Huang, M. , 2003, “ Passive Vibration Control of Image Blur Resulting From Mechanical Vibrations on Moving Vehicles,” Opt. Tech., 29(3), pp. 281–283.
Geng, Z. J. , Pan, G. G. , Haynes, L. S. , Wada, B. K. , and Garba, J. A. , 1995, “ An Intelligent Control System for Multiple Degree of Freedom Vibration Isolation,” J. Intell. Mater. Syst. Struct., 6(6), pp. 787–800. [CrossRef]
Xu, Y. L. , and Li, B. , 2006, “ Hybrid Platform for High-Tech Equipment Protection Against Earthquake and Micro-Vibration,” Earthquake Eng. Struct. Dyn., 35(8), pp. 943–967. [CrossRef]
Ping, Y. , 2007, “ Design and Analysis of a Novel Oil-Air Vibration Isolator for Micro-Electromechanical System Manufacturing Platform,” Proc. Inst. Mech. Eng., Part C, 221(2), pp. 195–204. [CrossRef]
Nakamura, Y. , Nakayama, M. , Yasuda, M. , and Fujita, T. , 2006, “ Development of Active Six-Degrees-of-Freedom Microvibration Control System Using Hybrid Actuators Comprising Air Actuators and Giant Magnetostrictive Actuators,” Smart Mater. Struct., 15(4), pp. 1133–1142. [CrossRef]
Nakamura, Y. , Nakayama, M. , Masuda, K. , Tanaka, K. , Yasuda, M. , and Fujita, T. , 1999, “ Development of 6-DOF Microvibration Control System Using Giant Magnetostrictive Actuator,” Proc. SPIE, 3671, p. 229.
Kim, H. S. , and Cho, Y. M. , 2009, “ Design and Modeling of a Novel 3-DOF Precision Micro-Stage,” Mechatronics, 19(5), pp. 598–608. [CrossRef]
Fujita, T. , Tagawa, Y. , Kajiwara, K. , Yoshioka, H. , Takeshita, A., and Yasuda, M., 1992, “ Active 6-DOF Microvibration Control System Using Piezoelectric Actuators,” Third Conference on Adaptive Structures, San Diego, CA, Nov. 9–11, Vol. 1, p. 514.
Watanabe, K. , Hara, S. , Kanemitsu, Y. , and Haga, T., 1996, “ Combination of H and PI Control for an Electromagnetically Levitated Vibration Isolation System,” 35th IEEE Conference on Decision and Control (CDC), Kobe, Japan, Dec. 11–13, Vol. 2, pp. 1223–1228.
Takagami, T. , and Jimbo, Y. , 1988, “ Study of Active Vibration Isolation System,” Precis. Eng., 10(7), pp. 3–7. [CrossRef]
Kajiwara, K. , Hayatu, M. , Imaoka, S. , and Fujita, T., 1997, “ Application of Large Scale Active Micro-Vibration Control System Using Piezoelectric Actuators Applied to Semiconductor Manufacturing Equipment,” Proc. SPIE, 3044, pp. 258–269.
Wang, C. , Xie, X. , Chen, Y. , and Zhang, Z., 2016, “ Investigation on Active Vibration Isolation of a Stewart Platform With Piezoelectric Actuators,” J. Sound Vib., 383, pp. 1–19. [CrossRef]
Ou, J. P. , Long, X. , Li, Q. S. , and Xiao, Y. Q. , 2007, “ Vibration Control of Steel Jacket Offshore Platform Structures With Damping Isolation Systems,” Eng. Struct., 29(7), pp. 1525–1538. [CrossRef]
Zhang, J. , Guo, Z. , and Zhang, Y. , 2016, “ Dynamic Characteristics of Vibration Isolation Platforms Considering the Joints of the Struts,” Acta Astronaut., 126, pp. 120–137. [CrossRef]
Xu, Z. D. , Suo, S. , and Lu, Y. , 2016, “ Vibration Control of Platform Structures With Magnetorheological Elastomer Isolators Based on an Improved SAVS Law,” Smart Mater. Struct., 25(6), p. 065002. [CrossRef]
Kamesh, D. , Pandiyan, R. , and Ghosal, A. , 2010, “ Modeling, Design and Analysis of Low Frequency Platform for Attenuating Micro-Vibration in Spacecraft,” J. Sound Vib., 329(17), pp. 3431–3450. [CrossRef]
Zhang, L. , Long, Z. , Cai, J. , Liu, Y., Fang, J., and Wang, M. Y., 2015, “ Active Vibration Isolation of Macro-Micro Motion Stage Disturbances Using a Floating Stator Platform,” J. Sound Vib., 354, pp. 13–33. [CrossRef]
Segerink, F. B. , Korterik, J. P. , and Offerhaus, H. L. , 2011, “ Vibration Transfers to Measure the Performance of Vibration Isolated Platforms on Site Using Background Noise Excitation,” Rev. Sci. Instrum., 82(6), p. 065111. [CrossRef] [PubMed]
Xu, Y. , Liu, Y. , Kan, C. , Shen, Z., and Shi, Z., 2009, “ Experimental Research on Fatigue Property of Steel Rubber Vibration Isolator for Offshore Jacket Platform in Cold Environment,” Ocean Eng., 36(8), pp. 588–594. [CrossRef]
Chen, X. , 2013, “ Study on Vibration Isolation and Mitigation of a Great-Capacity Platform,” Master Degree dissertation, Southeast University, Nanjing, China.
Xu, Z. D. , Liao, Y. X. , Ge, T. , and Xu, C. , 2016, “ Experimental and Theoretical Study on Viscoelastic Dampers With Different Matrix Rubbers,” ASCE J. Eng. Mech., 142(8), p. 04016051. [CrossRef]
Giovanni, M. D. , 1982, Flat and Corrugated Diaphragm Design Handbook, Marcel Dekker, New York.
Xu, Z. D. , 2007, “ Earthquake Suppression Study on Viscoelastic Dampers for Reinforced Concrete Structures,” J. Vib. Control, 13(1), pp. 29–43. [CrossRef]
Xu, Z. D. , Wang, D. X. , and Shi, C. F. , 2011, “ Model, Tests and Application Design for Viscoelastic Dampers,” J. Vib. Control, 17(9), pp. 1359–1370. [CrossRef]
Xu, Z. D. , Wang, S. A. , and Xu, C. , 2014, “ Experimental and Numerical Study on Long-Span Reticulate Structure With Multidimensional High-Damping Earthquake Isolation Devices,” J. Sound Vib., 333(14), pp. 3044–3057. [CrossRef]
Fournier, J. A. , and Cheng, S. , 2014, “ Impact of Damper Stiffness and Damper Support Stiffness on the Efficiency of a Linear Viscous Damper in Controlling Stay Cable Vibrations,” ASCE J. Bridge Eng., 19(4), p. 04013022. [CrossRef]
Enomoto, Y. , Fujita, S. , and Minagawa, K. , 2014, “ Study on Viscous-Friction Hybrid Damper Installed in Industrial Plants,” ASME Paper No. PVP2014-28380.
Narkhede, D. I. , and Sinha, R. , 2014, “ Behavior of Nonlinear Fluid Viscous Dampers for Control of Shock Vibrations,” J. Sound Vib., 333(1), pp. 80–98. [CrossRef]
Chang, F. , and Lu, Z. , 2008, “ Dynamic Model of an Air Spring and Integration Into a Vehicle Dynamics Model,” Proc. Inst. Mech. Eng., Part D, 222(10), pp. 1813–1825. [CrossRef]
Suhara, J. , Tamura, T. , Okada, Y. , and Umeki, K. , 2002, “ Development of Three Dimensional Seismic Isolation Device With Laminated Rubber Bearing and Rolling Seal Type Air Spring,” ASME Paper No. PVP2002-1430.
Chang, K. C. , Soong, T. T. , Lai, M. L. , and Nielsen, E. J. , 1993, “ Viscoelastic Dampers as Energy Dissipation Devices for Seismic Application,” Earthquake Spectra, 9(3), pp. 371–387. [CrossRef]
Tsai, C. S. , 1994, “ Temperature Effect of Viscoelastic Dampers During Earthquakes,” ASCE J. Struct. Eng., 120(2), pp. 394–409. [CrossRef]
Kirekawa, A. , Ito, Y. , and Asano, K. , 1992, “ A Study of Structural Control Using Viscoelastic Materials,” Tenth World Conference, Balkema, Rotterdam, The Netherlands, pp. 2047–2054.
Christensen, R. , 1971, Theory of Viscoelasticity: An Introduction, Academic Press, New York.
Munson, B. R. , Young, D. F. , and Okiishi, T. H. , 2001, Fundamentals of Fluid Mechanics, 4th ed., Wiley, New York.


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Fig. 1

Schematic diagram of the vibration isolation and suppression device

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Fig. 2

Properties tests of the device

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Fig. 3

Hysteresis curves under different frequencies: (a) d = 4 mm, f = 0.1, 0.5, 1, 2, 5 Hz, (b) d = 6 mm, f = 0.1, 0.5, 1, 2, 5 Hz, (c) d = 8 mm, f = 0.1, 0.5, 1, 2 Hz, (d) d = 10 mm, f = 0.1, 0.5 Hz, and (e) d = 12 mm, f = 0.1, 0.5 Hz

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Fig. 4

Hysteresis curves under different displacement amplitudes: (a) f = 0.1 Hz, d = 4, 6, 8, 10, 12 mm, (b) f = 0.5 Hz, d = 4, 6, 8, 10, 12 mm, (c) f = 1 Hz, d = 4, 6, 8 mm, (d) f = 2 Hz, d = 4, 6, 8 mm, and (e) f = 5 Hz, d = 4, 6 mm

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Fig. 5

Force–displacement hysteresis curve

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Fig. 6

Characteristic parameters changes with excitation frequency: (a) storage modulus, (b) damping ratio, (c) loss factor, (d) energy dissipation, (e) equivalent stiffness, and (f) equivalent damping

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Fig. 7

Characteristic parameters changes with displacement amplitude: (a) storage modulus, (b) damping ratio, (c) loss factor, (d) energy dissipation, (e) equivalent stiffness, and (f) equivalent damping

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Fig. 9

Stress diagram of the air spring with excitation

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Fig. 10

Hysteresis curves comparison under different displacement amplitudes (f = 0.1 Hz): (a) f = 0.1 Hz, d = 4 mm, (b) f = 0.1 Hz, d = 6 mm, (c) f = 0.1 Hz, d = 8 mm, and (d) f = 0.1 Hz, d = 10 mm

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Fig. 11

Hysteresis curves comparison under different displacement amplitudes (f = 1 Hz and 5 Hz): (a) f = 1 Hz, d = 4 mm, (b) f = 1 Hz, d = 6 mm, (c) f = 5 Hz, d = 4 mm, and (d) f = 5 Hz, d = 6 mm

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Fig. 12

Numerical and experimental results comparison of equivalent stiffness and damping with different excitation frequencies. The black solid lines represent experimental results, and the red dashed lines represent model calculate results.

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Fig. 13

Numerical and experimental results comparison of equivalent stiffness and damping with different displacement amplitudes. The black solid lines represent experimental results, and the red dashed lines represent model calculate results.



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