Structural Engineering and Mechanics

Volume 19, Number 1, 2005, pages 43-53

DOI: 10.12989/sem.2005.19.1.043

Stability of a cylindrical shell with an oblique end

X. J. Hu and D. Redekop

Abstract

The linearized buckling problem is considered for an isotropic clamped-clamped cylindrical shell with an oblique end. A theoretical solution based on the Budiansky shell theory is developed, and numerical results are determined using the differential quadrature method. In formulating the solutions, the surface of the shell is developed onto a plane, and the resulting irregular domain is then mapped, using blending functions, onto a square parent domain. The analysis is carried out in the parent domain. Convergence, validation, and parametric studies are conducted for a uniform external pressure loading. Results determined are compared with finite element results. The paper ends with an appropriate set of conclusions.

Key Words

stability; cylindrical shell; differential quadrature method; finite element method.

Address

Department of Mechanical Engineering, University of Ottawa, Ottawa, Canada K1N 6N5