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Transverse and longitudinal damped vibrations of hydraulic cylinder in a mining prop

Autorzy
Treść / Zawartość
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Warianty tytułu
Konferencja
Symposium Vibrations In Physical Systems (27 ; 09-13.05.2016 ; Będlewo koło Poznania ; Polska)
Języki publikacji
EN
Abstrakty
EN
This study presents the influence of different kinds of damping on transverse and longitudinal vibrations of hydraulic cylinder in a mining prop. The dissipation of vibration energy in the model is caused by simultaneous internal damping of viscoelastic material of beams that model the system, external viscous damping and constructional damping. Constructional damping (modelled by the rotational viscous dampers) occurs as a result of movement resistance in the cylinder supports. The eigenvalues of the system with respect to changes in system geometry with two values of load and for a selected and variable damping coefficient values were calculated.
Rocznik
Tom
Strony
317--324
Opis fizyczny
Bibliogr. 11 poz., rys., wykr.
Twórcy
autor
  • Institute of Mechanics and Fundamentals of Machinery Design, University of Technology, Czestochowa
autor
  • Institute of Mechanics and Fundamentals of Machinery Design, University of Technology, Czestochowa
Bibliografia
  • 1. L. Tomski, S. Kukla, Dynamical response of bar-fluid-shell system simulating hydraulic cylinder subjected to arbitrary axial excitation, Journal of Sound and Vibration, 92(2) (1984) 273 – 284.
  • 2. P. J. Gamez-Montero, E. Salazar, R. Castilla, J. Freire, M. Khamashta, E. Codina, Misalignment effects on the load capacity of a hydraulic cylinder, International Journal of Mechanical Sciences, 51 (2009) 105 – 113.
  • 3. W. Sochacki, L. Tomski, Free vibration and dynamic stability of hydraulic cylinder set, Machine Dynamics Problems, 23(4) (1999) 91 – 104.
  • 4. L. Tomski, S. Uzny, A hydraulic cylinder subjected to Euler's load in aspect of the stability and free vibrations taking into account discrete elastic elements, Archives of Civil and Mechanical Engineering, 11(3) (2011) 769 – 785.
  • 5. M. Gürgöze, A. N. Doğruoğlu, S. Aeren, On the eigencharacteristics of a cantilevered visco-elastic beam carrying a tip mass and its representation by a spring-damper-mass system, Journal of Sound and Vibration, 301 (2007) 420 – 426.
  • 6. S. U. Ryu, Y. Sugiyama, Computational dynamics approach to the effect of damping on stability of cantilevered column subjected to a follower force, Computers & Structures, 81(4) (2003) 265 – 271.
  • 7. O. N. Kirrllov, A. O. Seyranin, The effect of small internal and external damping on the stability of distributed non-conservative systems, Journal of Applied Mathematics and Mechanics, 69 (2005) 529 – 552.
  • 8. M. I. Friswell, A. W. Lees, The modes of non-homogeneous damped beams, Journal of Sound and Vibration, 242(2) (2001) 355 – 361.
  • 9. G. Oliveto, A. Santini, E. Tripodi, Complex modal analysis of flexural vibrating beam with viscous end conditions, Journal of Sound and Vibration, 200 (1997) 327 – 345.
  • 10. W. Sochacki, M. Bold, Damped vibration of the system of changing the crane boom radius, Journal of Applied Mathematics and Computational Mechanics, 14(2) (2015) 111 – 122.
  • 11. S. Inceoǧlu, M. Gürgöze, Longitudinal vibrations of rods coupled by several spring-mass system, Journal of Sound and Vibration, 234(5) (2000) 895 – 905.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5c44d7b7-f1e3-470c-a590-6ef0a58026f3
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