Effects of Ring Support and Internal Pressure on the Vibration Behavior of Multiple Layered Cylindrical Shells

Abstract

This paper presents the study on natural frequency characteristics of a multiple layered cylindrical shell with ring support under internal pressure. The multiple layered cylindrical shell configuration is formed by three layers of isotropic materials where the inner and outer layers are stainless steel and the middle layer is aluminum. The isotropic multiple layered shell equations with ring support and internal pressure are established based on first order shear deformation theory (FSDT). The governing equations of motion were employed by using energy functional and by applying the Ritz method. The boundary conditions represented by end conditions of the multiple cylindrical shell are simply supported-simply supported (SS-SS), clamped-clamped (C-C), free-free (F-F), clamped-free (C-F), clamped-simply supported (C-SS), and free-simply supported (F-SS). The influences of internal pressure and ring support and the effect of the different boundary conditions on natural frequencies characteristics are studied. The results are validated by comparing them with those in the literature.

Mechanism and prediction models for interfacial shear separation of claddings excited by Love waves

“…Finally, by substituting the coordinates of the interface in (41), the full analytical solution of the interface shear stress of multilayer cladding structure excited by Love waves is obtained.…”

“…[26][27][28][29][30][31][32] The freely propagating solution of horizontal shear waves in the multilayer cladding structure was studied by the global matrix method and the transfer matrix method. [33][34][35][36][37][38][39][40][41] But the derivation of the forced propagation solution excited by horizontal shear waves is complex and difficult, especially in the multilayer cladding structure, which is an exact solution and does not contain any unsolved constants.…”