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Dynamics of the complex system with elastic and visco-elastic inertial interlayers

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EN
Abstrakty
EN
In this paper is given the dynamic analysis of the free and forced vibration problems of a complex system with elastic and visco-elastic inertial interlayers. The analytical method of solving the free and forced vibrations problem of the system is presented in the paper. The external layer of the complex system is treated as the plate made from elastic materials, coupled by visco-elastic inertial interlayers. The plate is described by the Kirchhoff-Love model. The visco-elastic, inertial interlayer possesses the characteristics of a continuous inertial Winkler foundation arid has been described by the Voigt-Kelvin model. Snlall transverse displarernents of the complex system are excited by the stationary and non-stationary dynamical loadings. The phenomenon of free and forced vibrations problems has been described using a non-homogeneous system of conjugate, partial differential equations. After separation of variables in the homogeneous system, the boundary value problem has been solved and two sequences have been obtained: the sequences of frequencies and the sequences of free vibrations modes. Then, the property of orthogonality of complex free vibrations has been presented. The free vibrations problem has been solved for some arbitrarily assumed initial conditions. The forced vibrations problem has been considered for different modes of dynamical loading The solution of the ecological safety problem and protection from exposure to dust, depended much on the equipment and techniques used in quarrying the brown coal. Thus, dynamics of loading the open coast colliery dump trucks which have a load-carrying capacity of hundreds of tons, mass of tens of tons and dimensions of tens of meters, is a very important problem. The numerical results of free and forced vibrations problems of the complex system with the elastic arid visco-elastic inertial interlayer, for various parameters and different modes of dynamical loading, are given in this paper.
Rocznik
Strony
317--333
Opis fizyczny
Bibliogr. 31 poz., rys., wykr.
Twórcy
  • The Kazimierz Wielki University in Bydgoszcz, Faculty of Mathematics, Physics and Technology, Bydgoszcz, Poland
Bibliografia
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  • 3. K. CABAŃKA-PŁACZKIEWICZ, Vibrations of the complex system with damping under dynamical loading, The International Journal of Strength of Materials, 2,82-101, National Academy of Sciences of Ukraine, Institute of Problems of Strength, Kiev 2002.
  • 4. J. CABAŃSKI, Generalized exact method of analysis of free and forced oscillations in the non-conservative physical system, Journal of Technical Physics, 41, 4, 471-481, 2000.
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  • 9. S. KUKLA, Dynamic Green's functions in free vibration analysis of continuous and discrete-continuous mechanical systems, Pub. of the Częstochowa Univ. of Tech., Częstochowa 1999.
  • 10. W. KURNIK, A. TYLIKOWSKI, Mechanics of laminated elements, Pub. of the Warsaw Univ. of Tech., Warsaw 1997.
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  • 14. W. NOWACKI, The Building Dynamics, Warsaw, Arkady 1972.
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  • 18. J. OSIOWSKI, A draft of the operator calculus, Warsaw: WNT, 1981.
  • 19. N. D. PANKRATOVA, B. NIKOLAEV, E. ŚWITOŃSKI, Nonaxisymmetrical deformation of flexible rotational shells in classical and improved statement, .Journal of Engineering Mechanics, 3, 2, 89-96, 1996.
  • 20. N. D. PANKRATOVA, A. A. MUKOED, Deformation of the thick laminated orthotropic plate, XXXlV Symposium of Model. in Mech., Silesian Univ. of Tech., 122, 251-256 Gliwice 1095.
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  • 24. W. SZCZEŚNIAK, The problems of vibrations of dynamical plates under moving inertial loads. Building Engineering, Pub, of the Warsaw Univ. of Tech., 119, 1-112, Warsaw 1992.
  • 25 W. SZCZEŚNIAK, Vibrations of plates. Theoretical fundamentals of the mechanics of trackairfield structure, Research Institute of Track and Bridges, Warsaw 2000.
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  • 28. A. TYLIKOWSKI, Influence of bonding layer on piezoelectric actuators of an axisymmetrical annular plate, Journal of Theoretical and Applied Mechanics, 38, 3. 607-621, 2000.
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  • 30. E. WINKLER, Die Lehre von der Elastizität und Festigkeit, Dominicus, Prag 1867.
  • 31. M. WOŹNIAK, Railway embankment as the budding foundation, Mathematical Modelling Scienlific Treatises and Monograhs, SGGW-AR, Warsaw 1991.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB1-0036-0015
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