Frequency analysis of moderately thick uniform isotropic annular plates by discrete singular convolution method

CIVALEK O., ERSOY H.

STRUCTURAL ENGINEERING AND MECHANICS, cilt.29, sa.4, ss.411-422, 2008 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 29 Sayı: 4
  • Basım Tarihi: 2008
  • Doi Numarası: 10.12989/sem.2008.29.4.411
  • Dergi Adı: STRUCTURAL ENGINEERING AND MECHANICS
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.411-422
  • Anahtar Kelimeler: free vibration, discrete singular convolution, frequency, annular plate, thick plate, FREE-VIBRATION ANALYSIS, GENERALIZED DIFFERENTIAL QUADRATURE, DSC-RITZ METHOD, RECTANGULAR-PLATES, MINDLIN PLATES, CIRCULAR PLATES, INTERNAL SUPPORTS, CONICAL SHELLS, SECTOR PLATES, 3-DIMENSIONAL VIBRATION
  • Akdeniz Üniversitesi Adresli: Evet

Özet

In the present study, free vibration analysis of thick annular plates is analyzed by discrete singular convolution method. The Mindlin plate theory is employed. The material is isotropic, homogeneous and obeys Hook's law. In this paper, discrete singular convolution method is used for discretization of equations of motion. Axisymmetric frequency values are presented illustrating the effect of radius ratio and thickness to radius ratio of the annular plate. The influence of boundary conditions on the frequency characteristics is also discussed. Comparing results with those in the literature validates the present analysis. It is shown that the obtained results are very accurate by this approach.