Free vibrations of cylindrical shells with arbitrary boundary conditions: A comparison study

Vibration analysis of the coupled doubly-curved revolution shell structures by using Jacobi-Ritz method

Free and forced vibration of ring-stiffened conical–cylindrical shells with arbitrary boundary conditions

Dynamic analysis of thick and thin elliptic shell structures made of laminated composite materials

The present research considers the free vibration characteristics of a joined shell system that consists of three segments. The joined shell system contains two conical shells at the ends and a cylindrical shell at the middle. All shell elements are made from isotropic homogeneous material. The shell elements are unified in thickness. With the aid of the first-order shear deformation shell theory and the Donnell type of kinematic assumptions, the equations of motion of a conical shell and the associated boundary conditions are obtained. These equations are valid for each segment. The obtained equations are then discreted using the generalised differential quadratures (GDQ) method. Applying the intersection continuity conditions for displacements, rotations, forces, and moments between two adjacent shells, and also boundary conditions at the ends of the joined shell system, a set of homogeneous equations is obtained, which governs the free vibration motion of the joined shell. Comparisons are made with the available data in the open literature for the case of thin conical–cylindrical–conical shells with special types of geometry or boundary conditions. Afterwards, numerical results are provided for moderately thick shells with different geometrical and boundary conditions.

Xianglong Ma

Papers

Free and forced vibration analysis of coupled conical–cylindrical shells with arbitrary boundary conditions