The title problem is solved in the case where uniform applied loading is pr
esent at the plate outer boundary. Two independent solutions are obtained:
the optimized Rayleigh-Ritz method and the finite element algorithmic proce
dure. Good engineering agreement is shown to exist. The proposed analytical
procedure is convenient from a designer's viewpoint. Admittedly exact anal
ytical solutions can be found in terms of Bessel functions, the procedure b
eing rather complex from an engineering viewpoint. (C) 1999 Elsevier Scienc
e Ltd. All rights reserved.