The dynamic instability analysis of truncated conical shell subjected to pe
riodic in-plane load is investigated using C degrees two-noded shear flexib
le shell element. The present model accounts for in-plane and rotary inerti
a effects. The boundaries of the principal instability region obtained here
are conveniently represented in the non-dimensional excitation frequency -
non-dimensional load amplitude plane. The influences of various parameters
such as cone orthotropicity, cone angle, ply-angle and elastic edge restra
int on dynamic stability are brought out. (C) 1999 Elsevier Science Ltd. Al
l rights reserved.