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Warianty tytułu
Konferencja
Symposium “Vibrations In Physical Systems” (26 ; 04-08.05.2014 ; Będlewo koło Poznania ; Polska)
Języki publikacji
Abstrakty
In this paper the geometrically nonlinear system subjected to compressive external Euler's load has been investigated. The column is composed of pipe and rod. The rod is concentrically installed in the pipe. Between pipe and rod at given distance from the end of the column the two-parametric elastic connector has been placed. The numerical calculations were performed for different parameters of the system on the basis of free vibration boundary problem. The parameters are as follows: spring stiffness (translational and rotational) which models elastic connector, coefficient of asymmetry flexural rigidity, location of the connector.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
311--318
Opis fizyczny
Bibliogr. 12 poz., rys., wykr.
Twórcy
autor
- Częstochowa University of Technology, Institute of Mechanics and Machine Design Foundations, ul. Dąbrowskiego 73, 42-200 Częstochowa
Bibliografia
- 1. T.M. Atanackovic, B. Stankovic, Stability of an elastic rod on a fractional derivative type of foundation, Journal of Sound and Vibration, 277 (2004) 149-161.
- 2. A.N. Kounadis, J. Mallis, A. Sbarounis, Postbuckling analysis of columns resting on an elastic foundation, Archive of Applied Mechanics, 75 (2006) 395-404.
- 3. A.N. Kounadis, Divergence and flutter instability of elastically restrained structures under follower forces, International Journal of Engngineering Science, 19(4) (1981) 553-562.
- 4. H. Leipholz, R. Piche, Stability of follower-force rods with weight, Journal of Engineering Mechanics-ASCE, 110(3) (1984) 367-379.
- 5. J.B. Ryu, Y. Sugiyama, K.B. Yim, G.S. Lee, Dynamic stability of an elastically restrained column subjected to triangulary distributed subtangential forces, Computers & Structures, 76 (2000) 611-619.
- 6. K. Sato, Instability of a clamped-elastically restrained Timoshenko column carrying a tip load, subjected to a follower force, Journal of Sound and Vibration 194(4) (1996) 623-630.
- 7. C. Sundararajan, Influence of an elastic end support on the vibration and stability of Beck’s column, International Journal of Mechanical Sciences, 18(5) (1976) 239-241.
- 8. L. Tomski, S. Uzny, Free vibrations and stability of a new slender system subjected to a conservative or non-conservative Load, Journal of Engineering Mechanics-ASCE, 139(8) (2013) 1133-1148.
- 9. L. Tomski, S. Uzny, The regions of flutter and divergence instability of a column subjected to Beck’s generalized load, taking into account the torsional flexibility of the loaded end of the column, Research Mechanics Communications, 38 (2011) 95-100.
- 10. L. Tomski, J. Szmidla, S. Uzny, Divergence and flatter instability of a column subjected to Reut’s generalized load with regard to rotational elasticity, Vibrations in Physical Systems, 24 (2010) 423-428.
- 11. S. Uzny, Vibrations of a column consisting of a pipe and rod with a viscoelastic layer subjected to Euler's load, Vibrations in Physical Systems, 25 (2012) 435-440.
- 12. S. Uzny, Local and global instability and vibrations of a slender system consisting of two coaxial elements, Thin-Walled Structures, 49 (2011) 618-626.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-91b57cea-a210-4147-ab52-35c0b085c866