二阶线性微分方程的乘子可积性

在偏微分方程Riemann解法和微分方程裂变思想的启发下,引入了微分方程乘子函数(解)和乘子解法的概念,系统地讨论了二阶线性微分方程的乘子可积性.得到了二阶线性微分方程乘子可积的条件以及Riceati方程可积的充分必要条件,并分别给出了二阶线性微分方程和Riccati方程在乘子解下的通积分.     

Burgers方程的一类自相似解

利用李群理论中的伸缩变换群,将二阶非线性偏微分方程-Burgers方程化为一类Riccati方程和三类二阶非线性常微分方程,从而Riccati方程和这三类二阶非线性常微分方程给出了Burgers方程的自相似解的表现形式.     

平面十次对称准晶中Ⅱ型Briffith裂纹的求解

应用应力函数法,求解了二维十次对称准晶中的Ⅱ型Griffith裂纹问题。特别是把二维准晶的弹性力学问题分解成一个平面应变问题与一个反平面问题的叠加,通过引入应力函数,把平面应变问题的十八个弹性力学基本方程简化成一个八阶偏微分方程,并且求出了其在Ⅱ型Griffith裂纹情况的混合边值问题的解,所有的应力分量和位移分量都用初等函数表示出来,并且由此得出了准晶中Ⅱ型Griffith裂纹问题的应力强度因子和能量释放率。     

平面十次对称准晶中Ⅱ型Griffith裂纹的求解

应用应力函数法,求解了二维十次对称准晶中的Ⅱ型Griffith裂纹问题。特点是把二维准晶的弹性力学问题分解成一个平面应变问题与一个反平面问题的叠加,通过引入应力函数,把平面应变问题的十八个弹性力学基本方程简化成一个八阶偏微分方程,并且求出了其在Ⅱ型Griffith裂纹情况的混合边值问题的解,所有的应力分量和位移分量都用初等函数表示出来,并且由此得出了准晶中Ⅱ型Griffith裂纹问题的应力强度因子和能量释放率。     

借助Lie群研究Burgers-KdV方程行波解的可积性

运用经典Lie群方法证明Burgers-KdV方程行波解所满足的二阶非线性常微分方程当且仅当参数满足特殊情况下,恰好接受一个两参数Lie群,并用不同的方法求出方程的两个相互独立首次积分.     

一些特殊类型的变系数二阶线性微分方程解法的研究

运用变量变换的方法将一些特殊类型的变系数二阶线性微分方程化为常系数二阶线性微分方程,或已知齐次方程的一个解来求出齐次方程的另一个线性无关解,从而达到按照常系数二阶线性微分方程的特殊方法和利用常数变易法来求方程的通解的目的,同时纠正了文献[3]的结论和例子2的错误.     

二阶脉冲时滞微分方程的振动性

本文研究了二阶脉冲时滞微分方程的振动性,分别运用完全平方技术和引入参数函数,得到了方程振动的两个充分准则.     

关于变数分离的线性偏微分方程的基本解的结构

<正> 对于相当一般的二阶线性非抛物型偏微分方程,Hadamard给出了由方程的系数构造基本解的方法.本文研究的是,当一个二阶线性偏微分算子是变数分离的两个低维的二阶线性偏微分算子之和时,它的方程的基本解与相应于分解后两个低维方程的基本解之间应有的关系.本文给出了这种关系的简明的结构式.     

微分方程

读者已经熟悉象代数方程、三角方程等那样一些方程,在这些方程中,作为未知而要去求的是一个量的某几个特定值;但在自然科学的领域中,常常需要研究另外一类性质上完全不同的方程,在这类方程中,作为未知而要去求的是整个函数。这类方程统称为函数方程;在函数方程中最重要的一种是所谓的微分方程,它与一般的函数方程的主要差别在于这种方程中还包含了未知数的导数或微分,明确地说,所谓微分方程就是联系着自变量,未知函数以及其导数(微商)或微分的关系式。如果微分方程中的未知函数只与一个自变量有关,则称为常微分方程,如果未知函数与两个或更多个自变量有关,则称为偏微分方程、     

一个药物作用肿瘤生长自由边界问题整体解的存在唯一性

该文研究一个描述药物作用下肿瘤生长的数学模型,这个肿瘤模型是对Jackson模型的一个改进,其数学形式是由一个二阶非线性抛物型方程与两个一阶非线性偏微分方程组耦合而成的自由边界问题.通过运用抛物型方程的L~P理论与一阶偏微分方程的特征方法,并利用Banach不动点定理,证明了该问题存在唯一的整体经典解.     

Dynamic analysis of non-uniform taper bars in post-elastic regime under body force loading

This paper presents a simulation study of the free flexural vibration behavior of non-uniform taper bars of circular and rectangular cross-section under body force loading due to gravity. The loading is controlled statically to take the bar to its post-elastic state so as to predict its dynamic behavior in the presence of plastic deformation. Hence the analysis is carried out in two parts; first the static problem under axial gravity loading is solved, then the dynamic problem is solved in this loaded condition. Appropriate variational method is employed to derive the set of governing equations for both the problems. The formulation is based on unknown displacement field which is approximated by finite linear combinations of orthogonal admissible functions. The present method is validated successfully with a well-known finite element package. Results are presented to investigate the effect of shape and size on the dynamic behavior of non-uniform taper bars. The study can be extended to study the post-elastic dynamic behavior of other related problems such as rotating beams and rotating disks.     

Linear Quaternionic Equations and Their Systems

The general linear quaternionic equation with one unknown and systems of linear quaternionic equations with two unknown are solved. Examples of equations and their systems are considered.     

Coupled nonlinear stochastic differential equations

Systems of n coupled linear or nonlinear differential equations which may be deterministic or stochastic are solved by methods of the first author and his co-workers. Examples include two coupled Riccati equations, coupled linear equations, stochastic coupled equations with product terms, and n coupled stochastic differential equations.     

加筋板大变形的混合有限元解法

本文由非线性弹性力学导出带偏心正交加筋板大变形有限元混合泛函及其迭代方程.在计算中运用一个将二维耦合矩阵分解、求出三维系数矩阵作为原始输入数据的重要技巧,把非线性方程转化为瞬态线性方程.并用共轭斜量法求解,从而极大地简化了计算,提高了精度,取得了满意的结果.     

Mixed two‐grid finite difference methods for solving one‐dimensional and two‐dimensional Fitzhugh–Nagumo equations

The aim of this paper is to propose mixed two‐grid finite difference methods to obtain the numerical solution of the one‐dimensional and two‐dimensional Fitzhugh–Nagumo equations. The finite difference equations at all interior grid points form a large‐sparse linear system, which needs to be solved efficiently. The solution cost of this sparse linear system usually dominates the total cost of solving the discretized partial differential equation. The proposed method is based on applying a family of finite difference methods for discretizing the spatial and time derivatives. The obtained system has been solved by two‐grid method, where the two‐grid method is used for solving the large‐sparse linear systems. Also, in the proposed method, the spectral radius with local Fourier analysis is calculated for different values of h and Δt. The numerical examples show the efficiency of this algorithm for solving the one‐dimensional and two‐dimensional Fitzhugh–Nagumo equations. Copyright © 2016 John Wiley & Sons, Ltd.     

Nonlinear creep of plastics under random loads

A closed system of equations in moment functions is derived for the geometrically linear, but physically and statistically nonlinear, boundary value problem of the theory of creep of isotropic plastics, homogeneous in the starting state, in the presence of random loads with small variances (within the framework of the applied theory of random functions). The boundary value problem is solved by constructing successive approximations. The convergence of the approximations is illustrated with reference to stress relaxation in a rod of uniaxially reinforced plastic subjected to a random axial load.Mekhanika Polimerov, Vol. 4, No. 2, pp. 237–245, 1968     

无严格互补松驰条件的序列线性方程组新算法

该文通过构造特殊形式的有效集来逼近KKT点处的有效集，给出了一个任意初始点下的序列线性方程组新算法，并证明了该算法在没有严格互补松驰条件的情况下具有全局收敛性和一步超线性收敛性。      

Technical Note: Some Structural Properties of a Newton-Type Method for Semidefinite Programs

Using the minimum function or the Fischer-Burmeister function, we obtain two reformulations of a semidefinite program as a nonlinear system of equations. Applying a Newton-type method to such a reformulation leads to a linear system of equations which has to be solved at each iteration. We discuss some properties of this linear system and show that the corresponding coefficient matrix is symmetric positive definite for the minimum function approach and positive definite but unsymmetric for the Fischer-Burmeister formulation.     

A finite element method for granular flow through a frictional boundary

A finite element method for the flow of dry granular solids through a domain involving a frictional contact boundary is formulated. The granular material is assumed as a compressible viscous-elastic–plastic continuum. Based on the principles of continuum mechanics, a complete set of equations is developed. The resulting boundary value problem is solved by the finite element method in space and by the finite difference method in time. The derivation of the finite element equations and the mathematical framework of the numerical technique are presented, together with two illustrative examples to demonstrate the validity of the technique.     

On the Solution of the Generalized Wave and Generalized Sine-Gordon Equations

The generalized wave equation and generalized sine-Gordon equations are known to be natural multidimensional differential geometric generalizations of the classical two-dimensional versions. In this paper we associate a system of linear differential equations with these equations and show how the direct and inverse problems can be solved for appropriately decaying data on suitable lines. An initial-boundary-value problem is solved for these equations.