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矩形悬臂板对称弯曲问题的解
引用本文:曲庆璋,梁兴复. 矩形悬臂板对称弯曲问题的解[J]. 青岛理工大学学报, 1995, 0(1)
作者姓名:曲庆璋  梁兴复
作者单位:Qu Qingzhang(Deportment of Basic Courses,QIAE)Liang Xingfu(Department of Civil Engineering,QInE)
摘    要:矩形悬臂板弯曲问题是Kirchhoff板理论中的难题.利用广义方法讨论了矩形悬臂板的对称弯曲.选择了三角函数和多项式的挠度函数.满足全部位移边界条件.自由角点条件和一部分力的边界条件.所得结果.同一些“精确解”是一致的.文中给出了挠度及弯矩的计算公式.

关 键 词:矩形悬臂板,弯曲问题,三角函数,多项式,广义法

The Solution of the Symmetrical Bending Problem of Rctangular Cantilever Plates
Qu Qingzhang. The Solution of the Symmetrical Bending Problem of Rctangular Cantilever Plates[J]. Journal of Qingdao Technological University, 1995, 0(1)
Authors:Qu Qingzhang
Abstract:The bending Of a rectangular cantilever plate is a very complicated problem in the theory of Kirchhoff plate. This peper discusses the problem of the symmetrical bending of a rectangular cantilever plate by the generalized Galerkin mrthod. In this paper, the fie-cural function which consisls of trigonometrical function and POlynomial expression is selected. The fie-cural function satisfies all boundary conditions of displacememt, the conditions at free corner points and part of boundary foundation of force. On this account a very good solution is oblained. Our results are the same as some exact solutions. In this Paper, some simple calculation formulas of the flection and bending moment are given.
Keywords:rectangular cantilever plate   bending problem   trigonometical function   polynomial expression   generalized Galerkin method
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