Archive of Applied Mechanics

, Volume 77, Issue 6, pp 381–391 | Cite as

Nonlinear dynamic analysis of circular plates with varying thickness

Original

Abstract

The BEM is developed for nonlinear free and forced vibrations of circular plates with variable thickness undergoing large deflections. General boundary conditions are considered, which may be also nonlinear. The problem is formulated in terms of displacements. The solution is based on the concept of the analog equation, according to which the two coupled nonlinear differential equations with variable coefficients pertaining to the in-plane radial and transverse deformation are converted to two uncoupled linear ones of a substitute beam with unit axial and unit bending stiffness, respectively, under fictitious quasi-static load distributions. Numerical examples are presented which illustrate the method and demonstrate its accuracy.

Keywords

Circular plate Nonlinear Vibrations Large deflections Variable thickness Analog equation method Boundary element method 

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    Nerantzaki M.S., Katsikadelis J.T. (2003) The BEM for large deflection analysis of plates with variable thickness. In: Gallego R., Aliabadi M.H. (eds) Advances in Boundary Element Techniques IV. University of London, Queen Mary, pp. 353–358Google Scholar
  2. 2.
    Ramachandran J. (1975) Nonlinear vibrations of circular plates with linearly varying thickness. J. Sound Vib. 38, 225–232CrossRefGoogle Scholar
  3. 3.
    Reddy J.N., Huang C.L. (1981) Nonlinear axisymmetric bending of annular plates with varying thickness. Int. J. Solids Struct. 17, 811–825MATHCrossRefGoogle Scholar
  4. 4.
    Reddy J.N., Huang C.L. (1981) Large amplitude free vibrations of annular plates of varying thickness. J. Sound Vib. 79, 387–396CrossRefGoogle Scholar
  5. 5.
    Katsikadelis J.T., Nerantzaki M.S., Kandilas C.B. (1993) A BEM approach to nonlinear vibrations of plates. In: Moan P.G., et al. (eds) Structural Dynamics, Eurodyn’93, 1. Balkema, Rotterdam, pp. 659–67Google Scholar
  6. 6.
    Nerantzaki M.S., Katsikadelis J.T. (2003) Large deflections of axisymmetric circular plates with variable thickness. Int. J. Comput. Civil Struct. Eng. 1(5): 75–83Google Scholar
  7. 7.
    Katsikadelis J.T., Tsiatas C.G. (2004) Nonlinear dynamic analysis of beams with variable stiffness. An analog equation solution. J. Sound Vib. 270, 827–863Google Scholar
  8. 8.
    Timoshenko S.P., Woinowsky-Krieger S. (1959) Theory of Plates and Shells. McGraw-Hill, New YorkGoogle Scholar
  9. 9.
    Wu T.Y., Liu G.R. (2001) Free vibration analysis of circular plates with variable thickness by the generalized differential quadrature rule. Int. J. Solid Struct. 38, 7967–7980MATHCrossRefGoogle Scholar
  10. 10.
    Katsikadelis, J.T.: A new time step integration scheme for structural dynamics based on the analog equation method. In: Collection of Papers Dedicated to Prof. P.S. Theocaris, National Technical University of Athens, pp. 80–100 (1994)Google Scholar
  11. 11.
    Nerantzaki M.S. Free vibrations of circular plates with axisymmetric thickness variation (to be published)Google Scholar

Copyright information

© Springer-Verlag 2006

Authors and Affiliations

  1. 1.School of Civil EngineeringNational Technical University of AthensAthensGreece
  2. 2.Academy of Athens, Office of Theoretical and Applied Mechanics and School of Civil EngineeringNational Technical University of AthensAthensGreece

Personalised recommendations