Buckling of non-homogeneous orthotropic conical shells subjected to combined load

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Sofiyev A., Kuruoglu N.

Steel and Composite Structures, cilt.19, sa.1, ss.1-19, 2015 (SCI-Expanded) identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 19 Sayı: 1
  • Basım Tarihi: 2015
  • Doi Numarası: 10.12989/scs.2015.19.1.001
  • Dergi Adı: Steel and Composite Structures
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.1-19
  • Anahtar Kelimeler: Axial compression, Buckling, Composite structures, Functionally graded, Lateraltorsional-buckling, Material properties, Numerical analysis, Stability
  • İstanbul Ticaret Üniversitesi Adresli: Hayır

Özet

The buckling analysis is presented for non-homogeneous (NH) orthotropic truncated conical shells subjected to combined loading of axial compression and external pressure. The governing equations have been obtained for the non-homogeneous orthotropic truncated conical shell, the material properties of which vary continuously in the thickness direction. By applying Superposition and Galerkin methods to the governing equations, the expressions for critical loads (axial, lateral, hydrostatic and combined) of non-homogeneous orthotropic truncated conical shells with simply supported boundary conditions are obtained. The results are verified by comparing the obtained values with those in the existing literature. Finally, the effects of non-homogeneity, material orthotropy, cone semi-vertex angle and other geometrical parameters on the values of the critical combined load have been studied.