The parametric instability of truncated conical shells of uniform thickness
under periodic edge loading is examined. The material considered is homoge
neous and isotropic. This is the first instance that the Generalized Differ
ential Quadrature (GDQ) method is used to study the effects of boundary con
ditions on the parametric instability in shells. The formulation is based o
n the dynamic version of Love's first approximation for thin shells. A form
ulation is presented which incorporates the GDQ method in the assumed-mode
method to reduce the partial differential equations of motion to a system o
f coupled Mathieu-Hill equations. The principal instability regions are the
n determined by Bolotin's method. Assumptions made in this study are the ne
glect of transverse shear deformation, rotary inertia as well as bending de
formations before instability. Copyright (C) 1999 John Wiley & Sons, Ltd.