This paper presents a numerical analysis of the axisymmetric free vibration
of moderately thick annular plates using the differential quadrature metho
d (DQM). The plates are described by Mindlin's first-order shear-deformatio
n theory. The first five axisymmetric natural frequencies are presented for
uniform annular plates, of various radii and thickness ratios, with nine p
ossible combinations of free, clamped and simply supported boundary conditi
ons at the inner and outer edges of the plates. The accuracy of the method
is established by comparing the DQM results with some exact and finite elem
ent numerical solutions and, therefore, the present DQM results could serve
as a benchmark for future reference. The convergence characteristics of th
e method for thick plate eigenvalue problems are investigated and the versa
tility and simplicity of the method is established. (C) 1999 Elsevier Scien
ce Ltd. All rights reserved.