DOI QR코드

DOI QR Code

Friction tuned mass damper optimization for structure under harmonic force excitation

  • Nasr, Aymen (Laboratory of Applied Mechanics and Engineering (LMAI), National School of Engineers of Tunis (ENIT), University of Tunis El Manar (UTM)) ;
  • Mrad, Charfeddine (Laboratory of Applied Mechanics and Engineering (LMAI), National School of Engineers of Tunis (ENIT), University of Tunis El Manar (UTM)) ;
  • Nasri, Rachid (Laboratory of Applied Mechanics and Engineering (LMAI), National School of Engineers of Tunis (ENIT), University of Tunis El Manar (UTM))
  • Received : 2017.06.26
  • Accepted : 2018.01.04
  • Published : 2018.03.25

Abstract

In this work, an optimization method of Friction Tuned Mass Damper (FTMD) parameters is presented. Friction tuned mass dampers (FTMD) are attached to mechanical structures to reduce their vibrations with dissipating the vibratory energy through friction between both bodies. In order to exploit the performances of FTMD, the determination of the optimum parameters is recommended. However, the presence of Coulomb's friction force requires the resolution of a non-linear stick-slip problem. First, this work aims at determining the responses of the vibratory system. The responses of the main mass and of the FTMD are determined analytically in the sticking and sliding phase using the equivalent damping method. Second, this work aims to optimize the FTMD parameters; the friction coefficient and the tuned frequency. The optimization formulation based on the Ricciardelli and Vickery method at the resonance frequencies, this method is reformulated for a system with a viscous damping. The inverse problem of finding the FTMD parameters given the magnitude of the force and the maximum acceptable displacement of the primary system is also considered; the optimization of parameters leads to conclude on the favorable FTMD giving significant vibration decrease, and to advance design recommendations.

Keywords

References

  1. Brock, J.E. (1946), "A note on the damped vibration absorber", J. Appl. Mech., 13, A-284
  2. Chung, L.L., Wu, L.Y., Lien, K.H., Chen, H.H. and Huang, H.H. (2013), "Optimal design of friction pendulum tuned mass damper with varying friction coefficient", Struct. Contr. Health Monitor., 20(4), 544-559. https://doi.org/10.1002/stc.514
  3. Den Hartog, J.P. (1931), "Forced vibration with combined coulomb and viscous friction", Trans. Am. Soc. Mech. Eng., 53(9), 107-115.
  4. Den Hartog, J.P. (1956), Mechanical Vibrations, McGraw-Hill, New York, U.S.A.
  5. Fang, J., Wang, Q., Wang, S. and Wang, Q. (2012), "Min-max criterion to the optimal design of vibration absorber in a system with coulomb friction and viscous damping", Nonlin. Dyn., 70(1), 393-400. https://doi.org/10.1007/s11071-012-0462-7
  6. Frahm, H. (1909), Device for Damping Vibrations of Bodies, U.S. Patent: 989958.
  7. Gewei, Z. and Basu, B. (2011), "A study on friction-tuned mass damper: Harmonic solution and statistical linearization", J. Vibr. Contr., 17(5), 721-731. https://doi.org/10.1177/1077546309354967
  8. Ghosh, A. and Basu, B. (2007), "A closed-form optimal tuning criterion for TMD in damped structures", Struct. Contr. Health Monitor., 14(4), 681-692. https://doi.org/10.1002/stc.176
  9. Hartung, A., Schmieg, H. and Vielsack, P. (2001), "Passive vibration absorber with dry friction", Arch. Appl. Mech., 71(6-7), 463-472. https://doi.org/10.1007/s004190000149
  10. Jacobsen, L.F. (1930), Steady Forced Vibration as Influenced by Damping, Transactions of the ASME 52, Appl. Mech. Section, 169-178.
  11. Lee, C.L., Chen, Y.T., Chung, L.L. and Wang, Y.P. (2006), "Optimal design theories and applications of tuned mass dampers", Eng. Struct., 28(1), 43-53. https://doi.org/10.1016/j.engstruct.2005.06.023
  12. Liu, K. and Liu, J. (2005), "The damped dynamic vibration absorbers: Revisited and new result", J. Sound Vibr., 284(3-5), 1181-1189. https://doi.org/10.1016/j.jsv.2004.08.002
  13. Lopez, I., Busturiab, J.M. and Nijmeijera, H. (2004), "Energy dissipation of a friction damper", J. Sound Vibr., 278(3), 539-561. https://doi.org/10.1016/j.jsv.2003.10.051
  14. Louroza, M.A., Roitman, N. and Maglutab, C. (2005), "Vibration reduction using passive absorption system with coulomb damping", Mech. Syst. Sign. Proc., 19(3), 537-549. https://doi.org/10.1016/j.ymssp.2004.06.006
  15. Lu, Z., Chen, X., Li, X. and Li, P. (2017), "Optimization and application of multiple tuned mass dampers in the vibration control of pedestrian bridges", Struct. Eng. Mech., 62(1), 55-64. https://doi.org/10.12989/sem.2017.62.1.055
  16. Ormondroyd, J. and Den Hartog, J.P. (1928), "The theory of the dynamic vibration absorber", J. Appl. Mech., 50, 9-22.
  17. Pennestri, E. (1998), "An application of Chebyshev's min-max criterion to the optimal design of a damped dynamic vibration absorber", J. Sound Vibr., 217(4), 757-765. https://doi.org/10.1006/jsvi.1998.1805
  18. Pisal, A.Y. and Jangid, R.S. (2016), "Dynamic response of structure with tuned mass friction damper", J. Adv. Struct. Eng., 8(4), 363-377. https://doi.org/10.1007/s40091-016-0136-7
  19. Ricciardelli, F. and Vickery, B. (1999), "Tuned vibration absorbers with dry friction damping", Earthq. Eng. Struct. Dyn., 28(7), 707-723. https://doi.org/10.1002/(SICI)1096-9845(199907)28:7<707::AID-EQE836>3.0.CO;2-C
  20. Son, L., Bur, M., Rusli, M. and Adriyan. (2016), "Design of double dynamic vibration absorbers for reduction of two DOF vibration system", Struct. Eng. Mech., 57(1), 161-178. https://doi.org/10.12989/sem.2016.57.1.161
  21. Tan, X. and Rogers, R.J. (1995), "Equivalent viscous damping models of coulomb friction in multi-degree-of-freedom vibration systems", J. Sound Vibr., 185(1), 33-50. https://doi.org/10.1006/jsvi.1994.0362

Cited by

  1. An integrated damping system for tall buildings vol.29, pp.7, 2018, https://doi.org/10.1002/tal.1724