Skip to main content
Log in

The boundary integral equations method for analysis of high-frequency vibrations of an elastic layer

  • Original
  • Published:
Archive of Applied Mechanics Aims and scope Submit manuscript

Abstract

The boundary integral equations are derived in the framework of the analytical five-mode models for propagation of symmetric and skew-symmetric waves in a straight elastic layer of the constant thickness. The forcing problems for fundamental loading cases are solved with the bi-orthogonality conditions employed. By these means, the Green’s matrices are constructed. The derivation of the Somigliana’s identities for the five-mode models is presented. To exemplify application of the method of boundary integral equations, eigenfrequencies of a layer of the finite length are found for two sets of boundary conditions. In the course of analysis, the essential features and advantages of the method are highlighted. The isogeometric analysis at several approximation levels and the standard finite element software are also used to calculate the eigenfrequencies. The results obtained by alternative methods are shown to be in an excellent agreement with each other.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1

Similar content being viewed by others

References

  1. Cottrell, J.A., Hughes, T.J.R., Bazilevs, Y.: Isogeometric Analysis: Toward Integration of CAD and FEA. Wiley, New York (2009)

    Book  Google Scholar 

  2. Mindlin, R.D., Medick, M.A.: Extensional vibrations of elastic plates. Trans. ASME J. Appl. Mech. 26, 561–569 (1959)

    MathSciNet  Google Scholar 

  3. Mindlin, R.D.: An introduction to the mathematical theory of vibrations of elastic plates. In: Yang, J. (eds.) p. 212. World Scientific, Singapore (2006)

  4. Slepyan, L.I.: Transient Elastic Waves. Sudostroenie, Leningrad (1973). (in Russian)

    Google Scholar 

  5. Doyle, J.F.: Wave Propagation in Structures. Springer, New York (1997)

    Book  MATH  Google Scholar 

  6. Sorokin, S.V., Chapman, C.J.: A hierarchy of high-order theories for symmetric modes in an elastic layer. J. Sound Vib. 333, 3505–3521 (2014)

    Article  Google Scholar 

  7. Cottrell, J.A., Reali, A., Bazilevs, Y., Hughes, T.J.R.: Isogeometric analysis of structural vibrations. Comput. Methods Appl. Mech. Eng. 195, 5257–5296 (2006)

    Article  MathSciNet  MATH  Google Scholar 

  8. Hughes, T.J.R., Reali, A., Sangalli, G.: Duality and unified analysis of discrete approximations in structural dynamics and wave propagation: comparison of \(p\)-method finite elements with \(k\)-method NURBS. Comput. Methods Appl. Mech. Eng. 197, 4104–4124 (2008)

    Article  MathSciNet  MATH  Google Scholar 

  9. Kolman, R., Plesek, J., Okrouhlik, M.: Complex wavenumber Fourier analysis of the B-spline based finite element method. Wave Motion 51, 348–359 (2014)

    Article  MathSciNet  Google Scholar 

  10. Kolman, R., Sorokin, S.V., Bastl, B., Kopacka, J., Plesek, J.: Isogeometric analysis of free vibration of simple shaped elastic samples. J. Acoust. Soc. Am. 137, 2089–2100 (2015)

    Article  Google Scholar 

  11. Achenbach, J.D.: Wave Propagation in Elastic Solids, pp. 226–227. North-Holland, Amsterdam (1973)

    MATH  Google Scholar 

  12. Achenbach, J.D.: Reciprocity in Elastodynamics. Cambridge University Press, Cambridge (2003)

    MATH  Google Scholar 

  13. Sorokin, S.V.: On the bi-orthogonality conditions for multi-modal elastic waveguides. J. Sound Vib. 332, 5606–5617 (2013)

    Article  Google Scholar 

  14. Rao, S.S.: Mechanical Vibrations, 5th edn. Pearson Prentice Hall, New Jersey (2011)

    Google Scholar 

  15. Greville, T.N.E.: On the normalization of the B-splines and the location of the nodes for the case of unequally spaced knots. In: Shiska, O. (ed.) Inequalities, p. 360. Academic Press, New York (1967)

    Google Scholar 

Download references

Acknowledgements

The work of R. Kolman was supported by the Centre of Excellence for nonlinear dynamic behaviour of advanced materials in engineering CZ.02.1.01/0.0/0.0/15_003/0000493 (Excellent Research Teams) in the framework of Operational Programme Research, Development and Education. The work of J. Kopacka was supported by the grant project of the Czech Science Foundation, 16-03823S, within institutional support RVO:61388998.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Sergey Sorokin.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Sorokin, S., Kolman, R. & Kopacka, J. The boundary integral equations method for analysis of high-frequency vibrations of an elastic layer. Arch Appl Mech 87, 737–750 (2017). https://doi.org/10.1007/s00419-016-1220-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00419-016-1220-y

Keywords

Navigation