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Wavelet approximation of Adomian’s decomposition applied to the nonlinear problem of a double-beam response subject to a series of moving loads

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Języki publikacji
EN
Abstrakty
EN
The dynamic response of a double-beam resting on a nonlinear viscoelastic foundation and subjected to a finite series of moving loads is analysed. The beams are connected by a viscoelastic layer and the load moving along the upper beam represents motion of a train on the rail track. The mathematical model is described by a coupled system of fourth order partial differential equations with homogeneous boundary conditions. The nonlinearity is included in the foundation stiffness of medium supporting a lower beam. The coiflet based approximation combined with Adomian’s decomposition is adopted for the displacements derivation. The developed approach allows one to overcome difficulties related to direct calculation of Fourier integrals as well as the small parameter method. The conditions for correctness of the approximate solution are defined. The influence of some factors on the system sensitivity is discussed, with special focus on the distance between the separated loads. Numerical examples are presented for a certain system of physical parameters.
Rocznik
Strony
687--697
Opis fizyczny
Bibliogr. 32 poz., rys.
Twórcy
autor
  • Koszalin University of Technology, Koszalin, Poland
Bibliografia
  • 1. Abu-Hilal M., 2006, Dynamic response of a double Euler-Bernoulli beam due to a moving constant load, Journal of Sound and Vibration, 297, 477-491
  • 2. Adomian G., 1989, Nonlinear Stochastic Systems Theory and Application to Physics, Kluwer Academic Publishers, Dordrecht
  • 3. Adomian G., 1994, Solving Frontier Problems of Physics: The Decomposition Method, Kluwer, Boston, MA
  • 4. Bogacz R., Frischmuth K., 2009, Analysis of contact forces between corrugated wheels and rails, Machine Dynamics Problems, 33, 2, 19-28
  • 5. Bogacz R., Krzyzynski T., 1991, On stability of motion of lumped system along continuous one modelled by Timoshenko beam, Czasopismo Naukowe, Cracow University of Technology, 2M/1991, 3-53
  • 6. Dahlberg T., 2002, Dynamic interaction between train and nonlinear railway model, Proceedings of Fifth International Conference on Structural Dynamics, Munich
  • 7. Das S., 2009, A numerical solution of the vibration equation using modified decomposition method, Journal of Sound and Vibration, 320, 576-583
  • 8. Fryba L., 1999, Vibrations of Solids and Structures Under Moving Loads, Thomas Telford Ltd., London
  • 9. Hosseini M.M., Nasabzadeh H., 2006, On the convergence of Adomian decomposition method, Applied Mathematics and Computation, 182, 536-543
  • 10. Hryniewicz Z., Koziol P., 2012, The response of a double-beam on a nonlinear foundation arising from a moving load, [In:] J. Pombo (Editor), Proceedings of the First International Conference on Railway Technology: Research, Development and Maintenance, ISBN 978-1-905088-53-9, Civil-Comp Press, Stirlingshire, UK, Paper 112, 1-11 doi:10.4203/ccp.98.112
  • 11. Hryniewicz Z., Kozioł P., 2013, Wavelet-based solution for vibrations of beam on nonlinear viscoelastic foundation due to moving load, Journal of Theoretical and Applied Mechanics, 51, 1, 215-224
  • 12. Hussein M.F.M., Hunt H.E.M., 2006, Modelling of floating-slab tracks with continuous slabs under oscillating moving loads, Journal of Sound and Vibration, 297, 37-54
  • 13. Jang T.S., Baek H.S., Paik J.K., 2011, A new method for the non-linear deflection of an infinite beam resting on a non-linear elastic foundation, International Journal of Non-Linear Mechanics, 46, 339-346
  • 14. Kargarnovin M.H., Younesian D., Thompson D.J., Jones C.J.C., 2005, Response of beams on nonlinear viscoelastic foundations to harmonic moving loads, Computers and Structures, 83, 1865-1877
  • 15. Kim S.-M., Cho Y-H., 2006, Vibration of dynamic buckling of shear beam-columns on elastic foundation under moving harmonic loads, International Journal of Solids and Structures, 43, 393-412
  • 16. Koziol P., 2010, Wavelet Approach for the Vibratory Analysis of Beam-Soil Structures, VDM Verlag Dr. M¨uller, Saarbrucken
  • 17. Koziol P., 2013a, Nonlinear dynamics of an Euler-Bernoulli beam subjected to moving loads, [In:] B.H.V. Topping, P. Iv´anyi (Editors), Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, UK, Paper 54, doi:10.4203/ccp.102.54
  • 18. Koziol P., 2013b, Vibrations of the Euler-Bernoulli beam resting on a nonlinear foundation, [In:] Maia N.M.M., Neves M.M., Sampaio R.P.C. (Editors), Proceedings of the ICEDYN 2013 International Conference on Structural Engineering Dynamics, Sesimbra, Portugal, paper K03
  • 19. Koziol P., Hryniewicz Z., 2012, Dynamic response of a beam resting on a nonlinear foundation to a moving load: coiflet-based solution, Shock and Vibration, 19, 995-1007
  • 20. Krylov V.V. (ed.), 2001, Noise and Vibrations from High-Speed Trains, Thomas Telford Ltd, London
  • 21. Kuo Y.H., Lee S.Y., 1994, Deflection of non-uniform beams resting on a nonlinear elastic foundation, Computers and Structures, 51, 513-519
  • 22. Monzon L., Beylkin G., Hereman W., 1999, Compactly supported wavelets based on almost interpolating and nearly linear phase filters (coiflets), Applied and Computational Harmonic Analysis, 7, 184-210
  • 23. Musuva M., Koziol, P., Mares C., Neves M., 2014, Using coiflets, the wavelet finite element method and FEM to analyse the beam response to moving load, Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance, Railways, in print
  • 24. Oniszczuk Z., 2003, Forced transverse vibrations of an elastically connected complex simply supported double beam system, Journal of Sound and Vibration, 264, 273-286
  • 25. Pourdarvish A., 2006, A reliable symbolic implementation of algorithm for calculating Adomian polynomials, Applied Mathematics and Computation, 172, 545-550
  • 26. Sapountzakis E.J., Kampitsis A.E., 2011, Nonlinear response of shear deformable beams on tensionless nonlinear viscoelastic foundation under moving loads, Journal of Sound and Vibration, 330, 5410-5426
  • 27. Sun L., 2002, A closed-form solution of beam on viscoelastic subgrade subjected to moving loads, Computers and Structures, 80, 1-8
  • 28. Thompson D., 2009, Railway Noise and Vibration: Mechanisms, Modelling and Means of Control, Elsevier, Oxford
  • 29. Wang J., Zhou Y., Gao H., 2003, Computation of the Laplace inverse transform by application of the wavelet theory, Communications in Numerical Methods in Engineering, 19, 959-975
  • 30. Wazwaz A.M., 1999, A reliable modification of Adomian decomposition method, Applied Mathematics and Computation, 102, 77-86
  • 31. Wazwaz A.M., El-Sayed S.M., 2001, A new modification of the Adomian decomposition method for linear and nonlinear operators, Applied Mathematics and Computation, 122, 393-405
  • 32. Wu T.X., Thompson D.J., 2004, The effects of track nonlinearity on wheel/rail impact, Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 218, 1-12
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-573c0657-b8eb-4098-b7c4-1fbc88090ae3
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