康托洛维奇-加权残数法

1.引言 弹性力学问题常可归结为求一未知的(列阵)函数u,使其在给定域内满足该问题的偏(或常)微分方程及边界条件,即 F(u)-f=0 (在Ω域内) P(u)-p=0 (在S界上)事实上,由于数学处理上的困难,可求出精确解的问题有限,因此各种数值分析方法相继发展。 康托洛维奇近似变分法是选用满足边界条件的函数系列及待定函数A_k(x_n),将变分问题的近似解写成:     

Kantorovich solution for the problem of bending of a ladder plate

Based on the Kantorovich approximation solution for a rectangular plate in bending, this paper deals with the solutions for the ladder plate with various boundary conditions. The deflection of the plate is expressed in a first-order displacement function w(x,y)=u(x,y)v(y) where the u(x,y) in x direction is the generalized beam function. By making use of the principle of least potential energy, the variable coefficients differential equations for v(y) may be established. By solving is, these differential eugations and making use of the boundary conditions, the accurate solutions of v(y) in y direction may be obtained. Then the displacement function w(x,y) is the solution for the problem of the bending of the ladder plate with a better degree of approximation.     

梯形板弯曲问题的康托洛维奇解

在康托洛维奇对矩形板弯曲问题的有效近似解的基础上,本文进一步探讨了在不同边界条件下的梯形板弯曲问题的康氏解法.将板的位移用一级近似位移函数ω(x,y)=u(x,y)v(y)表示,式中, 在x方向的位移采用广义梁函数,用最小势能原理建立起对应于不同边界条件下的关于y方向位移函数v(y)的变系数常微分方程,求解微分方程,并利用边界条件,求出v(y)的精确解,从而可得到近似程度较高的梯形板弯曲问题的解.     

KANTOROVICH SOLUTION FOR THE PROBLEM OF BENDING OF A LADDER PLATE

ctangular plate in bending, this paper deals with the solutions for the ladder plate with various boundary conditions. The deflection of the plate is expressed in a first-order displacement function ω(x,y)=μ(x,y)υ(y) where the μ(x,y) in x direction is the generalized beam function. By making use of the principle of least potential energy, the variable coefficients differential equations for v(y) may be established. By solvingis, these differential euqations and making use of the boundary conditions, the accurate solutions of v(y) in y direction may be obtained. Then the displacement function w(x,y) is the solution for the problem of the bending of the ladder plate with a better degree of approximation.     

三广义位移平板弯曲问题的康托洛维奇—加权残值法

固体力学问题最后都可归结为求解偏微分方程的边值问题,一般情况下难以求出其精确解。本文对几种问题,用 kantorovich 近似变分法将问题转化成为求解常微分方程的 Euler-poisson 方程(组),再用加权残值法求解。概念清晰,思路明确。