Abstract

In this paper, a three-dimensional (3-D) solution method is presented for the free vibration of isotropic and orthotropic conical shells with elastic boundary restraints. The formulation is derived by means of the Rayleigh–Ritz procedure based on the three-dimensional elasticity theory. Displacement components of the conical shells are represented by Fourier series in the circumferential direction and a double Fourier cosine series supplemented with several auxiliary functions in thickness and meridional directions. The supplementary functions in the form of the product of a polynomial function and a single cosine series are introduced to ensure and accelerate the convergence of the series representations. To validate the present method, the convergence behavior is demonstrated, and several comparisons of the numerical results with those published in the literature and obtained by ANASYS are performed. Numerous new results for the isotropic and orthotropic conical shells with elastic boundary conditions are presented. The effects of the geometrical parameters, orthotropic properties and boundary conditions on the natural frequencies of conical shells are illustrated.

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