Discrete singular convolution approach for buckling analysis of rectangular Kirchhoff plates subjected to compressive loads on two-opposite edges

Civalek O., Korkmaz A., Demir C.

ADVANCES IN ENGINEERING SOFTWARE, cilt.41, sa.4, ss.557-560, 2010 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 41 Sayı: 4
  • Basım Tarihi: 2010
  • Doi Numarası: 10.1016/j.advengsoft.2009.11.002
  • Dergi Adı: ADVANCES IN ENGINEERING SOFTWARE
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.557-560
  • Anahtar Kelimeler: Discrete singular convolution, Kirchhoff plate, Buckling, Rectangular plate, Numerical method, FREE-VIBRATION ANALYSES, VARYING INPLANE STRESSES, DIFFERENTIAL QUADRATURE, INTERNAL SUPPORTS, CONICAL SHELLS, DSC ANALYSIS, RITZ METHOD, ALGORITHM, EQUATION, WAVELETS
  • Akdeniz Üniversitesi Adresli: Evet

Özet

Buckling analysis of rectangular plates subjected to various in-plane compressive loads using Kirchhoff plate theory is presented. The method of discrete singular convolution has adopted. Linearly varying, uniform and non-uniform distributed load conditions are considered on two-opposite edges for buckling. The results are obtained for different types of boundary conditions and aspect ratios. Comparisons are made with existing numerical and analytical solutions in the literature. The proposed method is suitable for the problem considered due to its simplicity, and potential for further development. (C) 2009 Elsevier Ltd. All rights reserved.