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用富氏级数理论解双参数地基上扇形板弯曲问题
引用本文:张冬梅,张平之,钱民刚.用富氏级数理论解双参数地基上扇形板弯曲问题[J].北京交通大学学报(自然科学版),2000,24(1).
作者姓名:张冬梅  张平之  钱民刚
作者单位:北方交通大学土木建筑工程学院!北京100044(张冬梅,张平之),北京建筑工程学院!北京100044(钱民刚)
摘    要:以加补充项的FourierBessel双重级数的位移模式,对沿直边简支的双参数地基扇形板在各种边界条件下的弯曲问题,提出一种新的、应用范围比较广的、便于计算的解析形式的解,并给出了算例,此方法推广了加补充项的富氏级数法的应用范围.

关 键 词:双参数地基  扇形板  解析解  补充项

A Solution for the Bending Problems of Sector Plates on Two-Parameter Foundation by Fourier-Bessel Series
ZHANG Dong mei ,ZHANG Ping zhi ,QIAN Min gang.A Solution for the Bending Problems of Sector Plates on Two-Parameter Foundation by Fourier-Bessel Series[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,2000,24(1).
Authors:ZHANG Dong mei  ZHANG Ping zhi  QIAN Min gang
Institution:ZHANG Dong mei 1,ZHANG Ping zhi 1,QIAN Min gang 2
Abstract:A Solution of deflection in the form of Fourier Bessel double series with supplementary terms is proposed to analyse the bending problems of a thin sector plate on two parameter foundation. This new solution is suitable for a wider range, convenient for calculation of an alalytical form. The results of computational examples are presented. Thus, the application range of Fourier series method with supplementary terms is extended.
Keywords:two  parameter foundation  sector plate  analytical solution  supplementary terms
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