Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The aim of paper is to study the solution of the problem of nonlinear transverse vibrations of elastic elongated body under the force of resistance in unbounded domain. Such problems have applications in various technical systems - vibration of pipelines, railways, long bridges, electric lines, optical fibers. Unboundedness of the area creates more fundamental difficulties in the study of the problem. For the considered models of nonlinear oscillations have no general analytical techniques for determining the dynamic characteristics of the oscillatory process. Therefore it is sugges ted to use qualitative methods of the theory of nonlinear boundary value problems to obtain correct problem solution conditions (existence and uniqueness of the solution). In the paper conditions of the correctness of the solution of mathematical model for these nonlinear systems (sufficient conditions of the existence and uniqueness in the class of locally integrable functions) are obtained. Methods of qualitative study of semi-infinite cable vibrations under the forces of resistance based on general principles of the theory of nonlinear boundary value problems - method of monotony and Galerkin method. Scientific novelty of the work lies in particular in the generalization of methods of studying nonlinear problems on a new class of oscillatory systems In unbounded domains, justifying the correctness of the solution with specified mathematical model, which has practical applications in real engineering oscillatory systems. The technique allows not only for proving the correctness of the model solution, but also has an opportunity in its study to apply various approximate methods.
Czasopismo
Rocznik
Tom
Strony
43--48
Opis fizyczny
Bibliogr. 24 poz., wz.
Twórcy
autor
- Department of Higher Mathematics, Lviv Polytechnic National University
autor
- Department of Mechanics and Mechanical Engineering Automation, Lviv Polytechnic National University
autor
- Department of Transport Technologies, Lviv Polytechnic National University
Bibliografia
- 1. Agre K. and Rammaha M.A. 2001. Global solutions to boundary value problems for a nonlinear wave equation In high space dimensions. Diff. And Integr. Equat., Volume 14, 1315 - 1331.
- 2. Carpio A. 1994. Existence of global solutions to some nonlinear dissipative wave equations. Journ. Math. Pures Appl. (9), Volume 73, no. 5, 471 - 488.
- 3. D’Ancona P. and Manfrin R. 1995. A class of locally solvable semilinear equations of weakly hyperbolic type. Ann. Mat. Pura Appl., Volume 168, 355 - 372.
- 4. Dolinskii A., Draganov B. and Kozirskii V. 2012. Nonequilibrium state of engineering systems. Econtechmod, Volume 1, no. 1, 33 – 34.
- 5. Demeio L. and Lenci S. 2007. Forced nonlinear oscillations of semi-infi nite cables and beams resting on a unilateral elastic substrate. Nonlinear Dynamics, Volume 49, 203 - 215.
- 6. Demeio L. and Lenci S. 2008. Second-order solutions for the dynamics of a semi-infinite cable on a unilateral substrate. Journ. Sound Vibr., Volume 315, 414 - 432.
- 7. Dragieva N.A. 1987. A hyperbolic equation with two space variables with strong nonlinearity. Godishnik Vish. Uchebn. Zaved. Prilozhna Mat., Volume 23, no. 4, 95 - 106.
- 8. Gajevski H, Greger K. and Zakharias K. 1978. Nichtlineare operator gleichun gen und operatordifferentialgleichungen. Mir, Moscow, Russia, 336 .
- 9. Georgiev V. and Todorova G. 1994. Existence of a solution of the wave equation with nonlinear damping and sourse terms. Journ. Diff. Equat., Volume 109, 295 – 3
- 10. Ghayesh M.H. 2010. Parametric vibrations and stability of an axially accelerating string guided by a non-linear elastic foundation. Int. Journ. Non-Lin. Mech. Volume 45, 382 - 394.
- 11. Kolomiets V.G. and Porhun L.M. 1968. Random vibrations of elastic nonlinear systems with distributed parameters. Matematicheskaya fizika, issue 5, 103 – 108.
- 12. Lavrenyuk S.P. and Oliskevich M.O. 2002. Galerkin method for first order hyperbolic systems with two independent. Ukrainian Mathematical Journal, Volume 54, no. 10, 1356 – 1370.
- 13. Lavrenyuk S. P. and Pukach P. Ya. 2007.Mixed problem for a nonlinear hyperbolic equation in a domain unbounded with respect to space variables. Ukrainian Mathematical Journal, Volume 59, no. 11, 1708 - 1718.
- 14. Lions J. L. 2002. Some methods for solving nonlinear boundary value problems. Editorial URSS, Moscow, Russia, 587 p.
- 15. Metrikine A.V. 2004. Steady state response of an infinite string on a non-linear visco-elastic foundation to moving point loads. Journ. Sound Vibr., Volume 272, 1033 - 1046.
- 16. Metrikine A.V. 1994. Stationary waves in a non linear elastic system interacting with a moving load. Acoustical Physics, Volume 40, 573 - 576.
- 17. Mitropolski Yu. O. and Moseenkov B.I. 1976. Asymptotic solutions of partial differential equations. Vyshcha shkola, Kiev, 596.
- 18. Pantalienko L. Investigation of parametric models of differential equations systems stability. Econtechmod, Volume 1, no. 2, 39 – 42.
- 19. Pecher H. 2000. Sharp existence results for self – similar solutions of semilinear wave equations. Nonlin. Diff. Equat. And Appl., Volume 7, 323 - 341.
- 20. Pukach P. Ya. 2004.Mixed problem in unbounded domain for weakly nonlinear hyperbolic equation with growing coeffi cients. Matematychni metody i fizyko-mekhanichni polya, Volume 47, no. 4, 149 - 154.
- 21. Salenger G. and Vakakis A.F. 1998. Discreteness effects in the forced dynamics of a string on a periodic array of non-linear supports. Int. Journ. Non-Lin. Mech. Volume 33, 659 - 673.
- 22. Santee D.M. and Goncalves, P.B. 2006. Oscillations of a beam on a non-linear elastic foundation under periodic loads. Shock and Vibrations, Volume 13, 273 -284.
- 23. Sokil B.I. 2000. The study of nonlinear oscillations of conveyor belts. Optymizaciya vyrobnychykh procesiv i tehnologichnyy control u mashunobu duvanni ta pruladobuduvanni, issue 394, 101 - 104.
- 24. Vittilaro E. 1999. Global nonexistence theorems for a class of evolution equation with dissipation. Arch. Ration. Mech. Anal., Volume 149, no. 2, 155 -182.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-eaa6f03e-80e0-46b7-a5db-e5fc9fc4d7ee