PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Selection of viscous damping coefficients using the continuous wavelet transform method for a gear system

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Viscous damping is frequently used in the equation of motion to present the dissipation mechanism of a mechanical system. The orders of frequencies can be easily selected to determine viscous damping coefficients (VDCs) when the degree of freedom of the structure is low. For complex structures, difficulties in selecting the orders of reference frequencies to obtain reasonable VSCs are encountered. This paper mainly discusses the capability of the CWT method to select optimum frequencies of viscous damping formulation. The proposed procedure considers both the classical Rayleigh, modal and the proposed full model modal damping. The method is validated using a numerical time domain response of a two-stage gear system.
Rocznik
Strony
585--598
Opis fizyczny
Bibliogr. 21 poz., rys., tab.
Twórcy
  • Mechanics, Modelling and Production Research Laboratory (LA2MP), National Engineering School of Sfax, University of Sfax, Tunisia
  • National Engineering School of Tunis, University of Tunis El-Manar, Tunisia
autor
  • Mechanics, Modelling and Production Research Laboratory (LA2MP), National Engineering School of Sfax, University of Sfax, Tunisia
autor
  • Mechanics, Modelling and Production Research Laboratory (LA2MP), National Engineering School of Sfax, University of Sfax, Tunisia
  • National Engineering School of Tunis, University of Tunis El-Manar, Tunisia
  • Mechanics, Modelling and Production Research Laboratory (LA2MP), National Engineering School of Sfax, University of Sfax, Tunisia
  • Mechanics, Modelling and Production Research Laboratory (LA2MP), National Engineering School of Sfax, University of Sfax, Tunisia
Bibliografia
  • 1. Bianchi J.-P., Balmés E., des Roches G.V., Bobillot A., 2010, Using modal damping for full model transient analysis: application to pantograph/catenary vibration, [In:] Proceedings of ISMA2010 – International Conference on Noise and Vibration Engineering Including, P. Sas, B. Bergen (Edit.), Leuven, Belgium, 20-22.
  • 2. Caughey T.K., O’Kelly M.E., 1965, Classical normal modes in damped linear dynamic systems, ASME Journal of Applied Mechanics, 32, 583-588.
  • 3. Chopra A.K., 2012, Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice-Hall.
  • 4. Chowdhury I., Dasgupta S.P., 2003a, Computation of Rayleigh damping coefficients for large systems, Electronic Journal of Geotechnical Engineering, 43, 6855-6868.
  • 5. Chowdhury I., Dasgupta S.P., 2003b, Computation of Rayleigh damping coefficients for structures with large degrees of freedom, Electronic Journal of Geotechnical Engineering, 8, 1-11.
  • 6. Dhatt G., Touzot G., 1984, Finite Elements Method Presentation, Maloine Edition.
  • 7. Khabou M.T., Bouchaala N., Chaari F., Fakhfakh T., Haddar M., 2011, Study of a spur gear dynamic behavior in transient regime, Mechanical Systems and Signal Processing, 25, 8, 3089-3101.
  • 8. Kwok A.O.L., Stewart P.J., Hashash Y.M.A.,Matasovic N., Pyke R,. Wang Z., Yang Z., 2007, Use of exact solutions of wave propagation problems to guide implementation of nonlinear seismic ground response analysis procedures, Journal of Geotechnical and Geoenvironmental Engineering, 133, 1385-1398.
  • 9. Léger P., Dussault S., 1992, Seismic-energy dissipation in MDOF structures, Journal of Structural Engineering, 118, 1251-1270.
  • 10. Li Y., Sun Y., Li B., Xu Z., 2017, Penalty function-based method for obtaining a reliability indicator of gravity dam stability, Computers and Geotechnics, 19-25.
  • 11. Li Z., Wang G., Hu Y., Hu J.-Q., 2015, Application of improved calculation method of Rayleigh damping coefficients to seismic response analysis on quay crane structure, Journal of South China University of Technology (Natural Science), 43, 103-109.
  • 12. Pan D.-G., 2013, An optimization solution for Rayleigh damping coefficients in seismic response analysis, Gongcheng Lixue/Engineering Mechanics, 30, 15-20.
  • 13. Pan D.G., Chen G.D., Gao L.L., 2017, A constrained optimal Rayleigh damping coefficients for structures with closely spaced natural frequencies in seismic analysis, Advances in Structural Engineering, 20, 81-95.
  • 14. Park D., Hashash Y.M.A., 2004, Soil damping formulation in nonlinear time domain site response analysis, Journal of Earthquake Engineering, 249-274.
  • 15. Rayleigh J.W.S., Lindsay R.B., 1945, The Theory of Sound, 1st ed., New York: Dover Publications.
  • 16. Reda Taha M.M., Noureldin A., Lucero J.L., Baca T. J., 2006, Wavelet transform for structural health monitoring: a compendium of uses and features, Structural Health Monitoring, 5, 267-296.
  • 17. Tamura Y., Suganuma S.-Y., 1996, Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds, Journal of Wind Engineering and Industrial Aerodynamics, 59, 115-130.
  • 18. Walha L., Fakhfakh T., Haddar M., 2009, Nonlinear dynamics of a two-stage gear system with mesh stiffness fluctuation, bearing flexibility and backlash, Mechanism and Machine Theory, 44, 1058-1069.
  • 19. Yassine D., Hammami A., Walha L., Haddar M.., 2014, Effects of gear mesh fluctuation and defaults on the dynamic behaviour of two-stage straight bevel system, Mechanism and Machine Theory, 82, 71-86.
  • 20. Yousfi N., Zghal B., Akrout A., Walha L., Haddar M., 2018, Damping models identification of a spur gear pair, Mechanism and Machine Theory, 122, 371-388.
  • 21. Zhang H.D.,Wang Y.F., 2010, Study on seismic time-history response of structures with complex damping, Gongcheng Lixue/Engineering Mechanics, 109-115.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-dfa4ad8f-7d67-478f-b8b6-70044ad4f465
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.