Because of its continually varying curvature, the solutions to problems involving the toroidal shell are complicated, and the literature is sparse compared with that of shells having zero or small Gaussian curvature, such as plates, cylindrical and conical shells, and shallow shells. Excellent bibliographies [1], [2] are available on problems of the toroidal shell. For the most part, however, toroidal shell investigations have been concerned with deformation, stress and stability analyses. There have been a few attacks on the dynamics of the toroidal shell (for example, [3]–[6]), but there remain many unanswered questions. The present article examines a problem in free vibrations of the freely supported toroidal shell by means of the exact elasticity equations, and the solution reduces to that of the infinite cylindrical shell as a special case. In earlier work [7], it was shown that the axisymmetric free oscillations of tori are made up of two independent classes of motion. The first of these, solved in [7], involves motion in the $\phi $-direction only (see Fig. 1) via a circumferential displacement $U_\phi $ which is a function of R and $\theta $. To be considered in the present paper is the second class of axisymmetric free vibration, consisting of motion in the polar R-$\theta $ plane, and described by the displacements $U_r $ and $U_\theta $, each a function of R and $\theta $. The surfaces of the torus are assumed to be stress-free. The three exact equations of elastic motion were written in [7] in terms of a set of toroidal coordinates. In this paper, the pair of these which govern polar motion are written in terms of finite differences. The four boundary conditions applicable to polar motion are also written in difference form. The solution to the difference equations is described, and some effects of difference spacing, thickness, torus radii ratio, and Poisson’s ratio on the natural vibrations of polar axisymmetric oscillations of free-free tori are found.
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