A SEMI-ANALYSIS METHOD OF DIFFERENTIAL EQUATIONS WITH VARIABLE COEFFICIENTS UNDER COMPLICATED BOUNDARY CONDITIONS

Based on a method of finite element model and combined with matrix theory, a method for solving differential equation with variable coefficients is proposed. With the method, it is easy to deal with the differential equations with variable coefficients. On most occasions and due to the nonuniformity nature, nonlinearity property can cause the equations of the kinds. Using the model, the satisfactory valuable results with only a few units can be obtained.

A numerical method based on boundary integral equations and radial basis functions for plane anisotropic thermoelastostatic equations with general variable coefficients

A boundary integral method with radial basis function approximation is proposed for numerically solving an important class of boundary value problems governed by a system of thermoelastostatic equations with variable coe?cients. The equations describe the thermoelastic behaviors of nonhomogeneous anisotropic materials with properties that vary smoothly from point to point in space. No restriction is imposed on the spatial variations of the thermoelastic coe?cients as long as all the requirements of the laws of physics are satis?ed. To check the validity and accuracy of the proposed numerical method, some speci?c test problems with known solutions are solved.

ON THE ASYMPTOTIC SOLUTIONS FOR A CLASS OF SECOND ORDER DIFFERENTIAL EQUATIONS WITH SLOWLY VARYING COEFFICIENTS

In this paper we study the asymptotic expansions of the solutions for a class of second order ordinary differential equations with slowly varying coefficients. The defect of the known works on these problems is noted, and the results in [1 - 4] are improved and extended by means of the modified method of multiple scales.

Using reproducing kernel for solving a class of partial differential equation with variable-coefficients

How to solve the partial differential equation has been attached importance to by all kinds of fields. The exact solution to a class of partial differential equation with variable-coefficient is obtained in reproducing kernel space. For getting the approximate solution, give an iterative method, convergence of the iterative method is proved. The numerical example shows that our method is effective and good practicability.

Comparative Study of Radial Basis Functions for PDEs with Variable Coefficients

The radial basis functions(RBFs)play an important role in the numerical simulation processes of partial differential equations.Since the radial basis functions are meshless algorithms,its approximation is easy to implement and mathematically simple.In this paper,the commonly⁃used multiquadric RBF,conical RBF,and Gaussian RBF were applied to solve boundary value problems which are governed by partial differential equations with variable coefficients.Numerical results were provided to show the good performance of the three RBFs as numerical tools for a wide range of problems.It is shown that the conical RBF numerical results were more stable than the other two radial basis functions.From the comparison of three commonly⁃used RBFs,one may obtain the best numerical solutions for boundary value problems.

Superconvergence of Continuous Finite Elements with Interpolated Coeffcients for Initial Value Problems of Nonlinear Ordinary Differential Equation

In this paper, n-degree continuous finite element method with interpolated coefficients for nonlinear initial value problem of ordinary differential equation is introduced and analyzed. An optimal superconvergence u-uh = O(hn+2), n ≥ 2, at (n + 1)-order Lobatto points in each element respectively is proved. Finally the theoretical results are tested by a numerical example.

INSTABILITY OF SOLUTION FOR THE FOURTH ORDER LINEAR DIFFERENTIAL EQUATION WITH VARIED COEFFICIENT

In this paper, we give some sufficient conditions of the instability for the fourth order linear differential equation with varied coefficient, at least one of the characteristic roots of which has positive real part, by means of Liapunov's second method.

EXACT ANALYTIC METHOD FG(?) SOLVING VARIABLE COEFFICIENT DIFFERENTIAL EQUATION

Many engineering problems can be reduced to the solution of a variable coefficient differential equation. In this paper, the exact analytic method is suggested to solve variable coefficient differential equations under arbitrary boundary condition. By this method, the general computation formal is obtained. Its convergence in proved. We can get analytic expressions which converge to exact solution and its higher order derivatives uniformy Four numerical examples are given, which indicate that satisfactory results can he obtanedby this method.

非圆弧拱面内自由振动实用解析

针对非圆弧拱面内线性自由振动没有解析的现状,提出了一种变系数平衡微分方程近似解析方法来解决该问题。基于笛卡尔直角坐标系下非圆弧拱线性应变与Hamilton原理,推演了非圆弧拱面内自由振动变系数平衡微分方程;基于陡拱与浅拱面内振型没有显著差异的基本假定,将该变系数平衡微分方程对应的常系数平衡微分方程的通解,代入变系数平衡微分方程,得到该变系数平衡微分方程的不平衡差;当该不平衡差沿全拱积分为零时自振频率误差最小,进而得到非圆弧拱面内自振频率高精度实用解析。基于所提出的变系数平衡微分方程近似解析方法,推演了非圆弧两铰拱与无铰拱面内自振频率实用解析,并阐明了非圆弧拱与同参数直梁面内自振频率的逻辑关系。抛物线、悬索线、悬链线与组合线等常用非圆弧两铰拱与无铰拱自由振动算例结果表明:该研究的基本假定得到了严格检验;自振频率与有限元结果吻合较好,非圆弧拱前十阶自振频率中,两铰拱自振频率最大相对误差为7.71%,无铰拱自振频率最大相对误差为4.34%;非圆弧拱与同参数直梁面内自振频率的比例系数,可为行业规范条文修订提供参考。

OSCILLATIONS OF SOLUTIONS OF NEUTRAL DIFFERENTIAL EQUATIONS WITH VARIABLE COEFFICIENTS AND DELAYS

Consider the neutral differential equations with variable coefficients and delays [x(t)-p(t)x(t-r(t))]'+ Qj(t)x(t-σj(t))=0. (1)We establish sufficient conditions for the oscillation of equation (1). Our condition is 'sharp' in the sense that when all the coefficients and delays of the equation are constants.Our conclusions improve and generalize some known results.

一类非线性常微分方程参数估计

针对带有交叉项的非线性常微分方程参数估计问题,利用两阶段方法,首先将最小二乘法和样条展开相结合得到基函数展开的估计,为了提高估计效率,文中提出的方法中采用了积分估计,得到了估计基函数展开的积分;其次将积分结果代入Group LASSO模型,得到参数估计值;最后进行数值模拟。结果表明,文中提出的方法在处理非线性常微分方程参数估计问题时效果良好。

三级Runge-Kutta方法阶条件的推导

Runge-Kutta(RK)方法是数值求解常微分方程的基本方法,也是构造高阶单步法的重要途径.实际计算中具有构造思路简单、计算高效等优点.然而,这类方法在构造时涉及到多变量复合函数的高阶微分运算,运算起来非常复杂.几乎所有的计算方法教材、专著都只给出方法的构造思想,同时给出几个常用的RK方法,很少讨论高阶方法的构造过程和相关细节,初学者学起来非常吃力,不能彻底理解RK方法.基于此,本文给出三级RK方法的构造过程,从而彻底理解方法的构造思想.最后通过一些例子来检验.

一类变系数椭圆型Dirichlet边值问题的差分外推格式

对于变系数椭圆型偏微分方程的Dirichlet边值问题,首先,应用泰勒展开建立五点差分格式,并证明差分格式解的存在唯一性;其次,应用极值原理得到差分格式解的先验估计式,进一步证明其收敛性和稳定性;再次,应用Richardson外推法,建立具有四阶精度的外推格式;最后,应用Gauss-Seidel迭代方法对算例进行求解,数值结果表明Richardson外推法极大地提高了数值解的精度。

非线性二阶变系数微分方程的三点边值问题

研究了非线性二阶变系数微分方程的三点边值问题.首先,对非线性二阶变系数微分方程多次积分得到与之等价的Fredholm-Hammerstein积分方程;其次,利用分段泰勒级数得到Fredholm-Hammerstein积分方程的数值解;最后,通过具体算例验证此方法的可行性与有效性,并给出相应的误差估计.

二阶变系数非齐次线性微分方程的一类通解

利用待定函数法研究了二阶变系数非齐次线性微分方程的系数满足特定条件时的通解公式。旨在丰富二阶线性微分方程的解题技巧,培养学生的创新思维能力。

The theoretical analysis of dynamic response on cantilever beam of variable stiffness

The paper presents the theoretical analysis of a variable stiffness beam. The bending stiffness EI varies continuously along the length of the beam. Dynamic equation yields differential equation with variable co- efficients based on the model of the Euler-Bernoulli beam. Then differential equation with variable coefficients becomes that with constant coefficients by variable substitution. At last, the study obtains the solution of dy- namic equation. The cantilever beam is an object for analysis. When the flexural rigidity at free end is a constant and that at clamped end is varied, the dynamic characteristics are analyzed under several cases. The results dem- onstrate that the natural angular frequency reduces as the fiexural rigidity reduces. When the rigidity of clamped end is higher than that of free end, low-level mode contributes the larger displacement response to the total re- sponse. On the contrary, the contribution of low-level mode is lesser than that of hi^h-level mode.

Variable-step-size second-order-derivative multistep method for solving first-order ordinary differential equations in system simulation

According to the relationship between truncation error and step size of two implicit second-order-derivative multistep formulas based on Hermite interpolation polynomial,a variable-order and variable-step-size numerical method for solving differential equations is designed.The stability properties of the formulas are discussed and the stability regions are analyzed.The deduced methods are applied to a simulation problem.The results show that the numerical method can satisfy calculation accuracy,reduce the number of calculation steps and accelerate calculation speed.

High Accuracy Arithmetic Average Discretization for Non-Linear Two Point Boundary Value Problems with a Source Function in Integral Form

In this article, we report the derivation of high accuracy finite difference method based on arithmetic average discretization for the solution of Un=F(x,u,u′)+∫K(x,s)ds , 0 x s < 1 subject to natural boundary conditions on a non-uniform mesh. The proposed variable mesh approximation is directly applicable to the integro-differential equation with singular coefficients. We need not require any special discretization to obtain the solution near the singular point. The convergence analysis of a difference scheme for the diffusion convection equation is briefly discussed. The presented variable mesh strategy is applicable when the internal grid points of the solution space are both even and odd in number as compared to the method discussed by authors in their previous work in which the internal grid points are strictly odd in number. The advantage of using this new variable mesh strategy is highlighted computationally.

浅谈二阶变系数齐次线性微分方程的解法

给出了二阶变系数齐次线性微分方程为恰当方程的充分与必要条件,对于恰当方程,给出了方程的求解方法.当二阶齐次线性方程不是恰当方程时,我们讨论了特殊情况下,如何求积分因子,进而把原来的方程变为恰当方程进行求解的方法.

ITERATION OF POSITIVE SOLUTION FOR A SECOND-ORDER ORDINARY DIFFERENTIAL EQUATION WITH CHANGE OF SIGN

An iterative process of positive solution for BVP w'+h(t)f(w)=0, w(0)=w(1)= 0 is established, where h(t) is allowed to changes sign on [0,1]. The process starts from a simple function.