A Rayleigh-Ritz method mapping arbitrarily shaped plates on to a natural co-ordinate plane using serendipity functions is presented. The displacement function uses normalized beam characteristic orthogonal polynomials. The kinetic and strain energy equations are mapped from Cartesian co-ordinates to natural co-ordinates and the Rayleigh coefficient is minimized. Flexural free vibration analyses of various shaped plates is performed. Results are in excellent agreement with those found in the literature. This paper corrects the theory previously presented on this topic.
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