非均匀薄板弯曲的精确元法  

An Exact Element Method for Bending of Nonhomogeneous Thin Plates

作　　者：纪振义[1] 叶开沅[2] 

机构地区：[1]安徽建筑工业学院 [2]兰州大学

出　　处：《应用数学和力学》1992年第8期659-666,共8页Applied Mathematics and Mechanics

摘　　要：本文在阶梯折算法的基础上,提出构造有限元的新方法——精确元法.它不用一般变分原理,可适用于任意变系数正定和非正定偏微分方程.利用该方法,得到薄板弯曲一个非协调三角形单元,它具有6个自由度.文中给出证明,位移和内力均收敛于精确解,并有很好的精度.文末给出算例.算例表明利用本文的方法,内力和位移均可获得满意的结果.In this paper, based on the step reduction method, a new method, the sxact element method for constructing finite element,is presented.Since the new method doesn't need the variational principle, it can be applied to solve non-positive and positive definite partial differential equations with arbitrary variable coefficient. By this method, a triangle noncornpatible element with 6 degrees of freedom is derived to solve the bending of nonhomogeneous plate. The convergence of displacements and stress resultants which have satisfactory numerical precision is proved. Numerical examples are given at the end of this paper, which indicate satisfactory results of stress resultants and displacements can be obtained by the present method.

关 键 词：算法 非均匀 薄板 弯曲 精确元法 

分 类 号：O342[理学—固体力学]