应用富氏级数理论解弹性地基扇形板

Solution of Sector Plate Resting on an Elastic Foundation by Fourier Series

本文从富氏级数的理论出发，对弹性地基扇形板的弯曲问题，提出了一种应用范围比较广的、便于计算的解析形式的解法。本文推广了富氏级数法的应用范围。

In this paper a solution in the form of Fourier-Bessel double series with suplementary terins is proposed to analyse bending problems or thin elastic sector plate resting on an elastic foundation. This new solution is suitable to a wider range, converient for calculation and it is in an analytical Form. Thus the applied range of the Fourier series method with supplementary terms is extended.