摘要
本文选取由余弦三角级数和多项式组成的挠曲函数,得到求解矩形悬臂板的通用方程。挠曲函数满足板的微分方程和全部边界条件、角点条件。从而得到矩形悬臂板的精确解。
In this paper, flexural functions consisting of trigonometric series of cosine and polynomial expression, are used to form general equations for solving rectangular cantilever plate.Flexural functions satisfy the differential equations of plate and all the boundary conditions as well as the conditions at free corner points. Consequently exact solutions of bending of rectangular cantilever plates are obtained.
出处
《土木工程学报》
EI
CSCD
北大核心
1991年第2期60-67,共8页
China Civil Engineering Journal
