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Fluid viscous device modelling by fractional derivatives

  • Gusella, V. (Institute of Energetics, Faculty of Engineering, University of Perugia) ;
  • Terenzi, G. (Institute of Energetics, Faculty of Engineering, University of Perugia)
  • Published : 1997.03.25

Abstract

In the paper, a fractional derivative Kelvin-Voigt model describing the dynamic behavior of a special class of fluid viscous dampers, is presented. First of all, in order to verify their mechanical properties, two devices were tested the former behaving as a pure damper (PD device), whereas the latter as an elastic-damping device (ED device). For both, quasi-static and dynamic tests were carried out under imposed displacement control. Secondarily, in order to describe their cyclical behavior, a model composed by an elastic and a damping element connected in parallel was defined. The elastic force was assumed as a linear function of the displacement whereas the damping one was expressed by a fractional derivative of the displacement. By setting an appropriate numerical algorithm, the model parameters (fractional derivative order, damping coefficient and elastic stiffness) were identified by experimental results. The estimated values allowed to outline the main parameter properties on which depend both the elastic as well as the damping behavior of the considered devices.

Keywords

References

  1. Bird, R.B., Armstrong, R.C. and Hassager, O. (1987), Dynamics of Polymeric Liquids, John Wiley & Sons, New York.
  2. Buckle, I.G. and Mayes, R.L. (1990), "Seismic isolation: history, application, and performance-A world view", Earthquake Spectra, 6(2), 161-201. https://doi.org/10.1193/1.1585564
  3. Enelund, M. and Olsson, P. (1995), "Damping described by fading memory models", Proc. 36th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conf., New Orleans, LA, I,207-220.
  4. Huffman, G. (1985), "Full base isolation for earthquake protection by helical springs and viscodampers", Nuclear Engineering and Design, 84, 331-338. https://doi.org/10.1016/0029-5493(85)90246-8
  5. Kelly, J.M. (1993), Earthquake-Resistant Design with Rubber, Springer-Verlag, London.
  6. Koh, C.G. and Kelly, J.M. (1990), "Application of fractional derivatives to seismic analysis of base isolated models", Earthquake Engineering and Structural Dynamics, 19, 229-241. https://doi.org/10.1002/eqe.4290190207
  7. Korenev, B.G. and Reznikov, L.M. (1993), Dynamic Vibration Absorbers, John Wiley & Sons, Chichester.
  8. Makris, N. (1992), "Theoretical and experimental investigation of viscous dampers in applications of seismic and vibration isolation", Ph.D. Thesis, State University of New York, Buffalo.
  9. Makris, N. and Constantinou, M.C. (1990), "Viscous dampers: testing, modelling and application in vibration and seismic isolation", Technical Report NCEER-90-0028, National Center for Earthquake Engineering Research, Buffalo, New York.
  10. Nashif, A.D., Jones, D.I.G. and Henderson, J.P. (1985), Vibration Damping, John Wiley & Sons, Toronto.
  11. Oldham, K.B. and Spanier, J. (1974), The Fractional Calculus, 111, Academic Press.
  12. Skinner, R.I., Robinson, W.H. and McVerry, G.H. (1993), Seismic Isolation, John Wiley & Sons, Chichester.
  13. Terenzi, G. (1994), Effetti Dissipativi nell Isolamento Sismico, University of Florence, Italv.

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