This paper presents the free vibration analysis of doubly curved open deep
sandwich shells made of thin outer layers and a relatively thick core. The
outer layers are assumed to be made of high strength and high density mater
ial, The core is a low strength low density material. The Rayleigh-Ritz met
hod, in which the displacement fields are defined by Bezier surface patches
, is used to obtain the natural frequencies. The formulation procedure is d
eveloped for the analysis of open panels circumscribed by four curvilinear
edges. Numerical results are obtained for circular cylindrical and spherica
l sandwich panels with the boundary conditions given by: one curved edge cl
amped and the remaining three edges free as well as two opposite edges clam
ped and the other two completely free, (C) 1999 Civil-Comp Ltd and Elsevier
Science Ltd. All rights reserved.