This paper investigates the free vibration of thick sector plates with
different supporting edge conditions. The Rayleigh-Ritz procedure is
used in the energy functional, which includes the effect of shear defo
rmation and rotatory inertia in deriving the governing eigenvalue equa
tion. Sets of mathematically complete two-dimensional polynomials (P-2
) are used as the admissible displacement and rotational functions. A
basic function (B) is introduced to satisfy the prescribed free, simpl
y supported and clamped supporting edge conditions. This resulting PB-
2 Rayleigh-Ritz method is applied to obtain solutions for thick sector
plates of different radii (cutout ratios), sector angles, relative th
ickness ratios and with various end conditions along the radial and ci
rcumferential edges. The present results, wherever possible, are compa
red with existing published values from the open literature.