The Buckling of Non-Homogeneous Truncated Conical Shells under a Lateral Pressure and Resting on a Winkler Foundation

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  • A.H Sofiyev*1,
  • A Valiyev2,
  • P Ozyigit1,
  1. Department of Civil Engineering, Suleyman Demirel University, Isparta 32260, Turkey
  2. Chair of Mathematics and General Technical Subjects of Odlar Yurdu University, Baku, Azerbaijan

Revised: 2009-02-12

Accepted: 2009-04-23

Published in Issue 2009-04-30

How to Cite

Sofiyev, A., Valiyev, A., & Ozyigit, P. (2009). The Buckling of Non-Homogeneous Truncated Conical Shells under a Lateral Pressure and Resting on a Winkler Foundation. Journal of Solid Mechanics, 1(1), 14-21. https://oiccpress.com/jsm/article/view/12002

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Abstract

In this paper, the buckling of non-homogeneous isotropic truncated conical shells under uniform lateral pressure and resting on a Winkler foundation is investigated. The basic relations and governing equations have been obtained for non-homogeneous truncated conical shells. The critical uniform lateral pressures of non-homogeneous isotropic truncated conical shells with or without a Winkler foundation are obtained. Finally, carrying out some computations, effects of the variations of truncated conical shell characteristics, the non-homogeneity and the Winkler foundation on the critical uniform lateral pressures have been studied. The results are compared with other works in open literature.
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