斜拉桥架设分析的新算法

斜拉桥各架设几何形态与内力的确定是施行工程控制的重要前提。目前普遍采用的倒拆法数据量大，计算周期长、对大跨度斜拉桥更是如此。本文提出一种斜拉桥架设分析的新算法－－状态比较法。     

Solution of coupled system of nonlinear differential equations using homotopy analysis method

In this article, the homotopy analysis method has been applied to solve a coupled nonlinear diffusion–reaction equations. The validity of this method has been successful by applying it for these nonlinear equations. The results obtained by this method have a good agreement with one obtained by other methods. This work illustrates the validity of the homotopy analysis method for the nonlinear differential equations. The basic ideas of this approach can be widely employed to solve other strongly nonlinear problems.     

求解转子系统突加不平衡响应方法的研究

本文提出并研究了用传递函数分析法求转子系统的突加不平衡响应,讨论了求这一响应的最佳数值积分方法。用本文提出的理论解方法及三种常用的数值积分法:尤拉后差法,纽马克法,及呼伯特法,对一模型转子算例进行了分析计算,结果表明;尤拉后差法最适用于求转子系统的突加不平衡响应。本文提出的传递函数分析法,可以和试验模态分析方法相结合,以求解复杂转子系统的突加不平衡响应。     

A formula of solution to the integral of rational functions

ＡＦＯＲＭＵＬＡＯＦＳＯＬＵＴＩＯＮＴＯＴＨＥＩＮＴＥＧＲＡＬＯＦＲＡＴＩＯＮＡＬＦＵＮＣＴＩＯＮＳＧｕｉＺｕ－ｈｕａ（桂祖华）（ＴｈｅＤｅｐａｒｔｍｅｎｔｏｆＡｐｐｌｉｅｄＭａｔｈｅｍａｔｉｃｓ,ＳｈａｎｇｈａｉＪｉａｏ－ｔｏｎｇＵｎｉｖｅｒｓｉｔ...     

An identification method of generalized modal parameters of linear vibrating defective systems

Based on the generalized mode theory of linear vibrating defective systems, an identification method of generalized modal parameters is presented in this paper. By the use of this method, which combines the direct method with the iteration method in frequency domain, all the generalized modal parameters can be identified without any initial value. It is shown that the present method is effective and useful.     

一种空间缆索结构静力分析的解析元法

将空间缆索结构简化为具有拉伸刚度的质点系,给出了缆索结构空间解析元法的基本方程和求解方法,单元间的作用力与坐标变化的关系可以用解析法得到,对所得到的反映结构特性的质点系方程组进行力的平衡迭代,求解方程组.采用自动的动态可变步长的迭代方法,能够提高计算效率,保证收敛.这种方法既考虑了几何非线性,又适用于材料非线性的计算,比有限元法优越之处还在于,它不用求解线性方程组,所以适用范围广,允许求解多自由度的几何可变体系,而有限元法在求解此类问题时经常不收敛.     

扩散方程单内点精细积分法与差分法比较研究

一维扩散方程初值问题可以用全域或子域精细积分求解。子域积分可以采用不同数量的内点，单内点是其最简单的情况。当单内点精细积分中的传递函数即指数函数用其泰勒展开式的一阶近似来替代时，精细积分转化为差分方程。本文研究了这一对应关系。各种常见差分格式均找到了对应的单点精细积分格式，并在单点精细积分一般公式中得到了统一表达形式     

非完善板屈曲路径的有限元增量摄动法

本文以Thompson一般稳定性理论为基础,提出非完善结构(有初始几何缺陷)屈曲平衡路径分析的有限元增量摄动法,它克服了增量迭代法及摄动法各自的缺点,利用增量摄动法,还建立了非完善板屈曲平衡路径的数学分析模型,对非完善矩形板在各种边界条件下的屈曲路径实现了数值程序分析,得到了符合实验的结果。     

The application of generalized variational principle in finite element-semianalytical method

The method developed in this paper is inspired by the viewpoint in ref. [1] that sufficient attention has not been paid to the value of the generalized variational principle in dealing with the boundary conditions in the finite element method. This method applies the generalized variational principle and chooses the series constituted by spline function multiplied by sinusoidal function and added by polynomial as the approximate deflection of plates and shells. By taking the deflection problem of thin plate, it shows that this method can solve the coupling problem in the finite element-semianalytical method. Compared with the finite element method and finite stripe method, this method has much fewer unknown variables and higher precision. Hence, it proposes an effective way to solve this kind of engineering problems by minicomputer.     

The construction of large element in finite element method

In the usual finite element method, the order of the interpolation in an element is kept unchanged, and the accuracy is raised by subdividing the grid denser and denser. Alternatively, in the large element method, the grid is kept unchanged, and the terms of approximate series in the element are increased to raise the accuracy.In this paper, a method for constructing large elements is presented. When using this method, two sets of variables, one set defined inside the element, and the other defined on the boundary of the element, are adopted. Then, these two sets of variables are combined by the hybrid-penalty function method. This method can be applied to any elliptic equations in a domain with arbitrary shape and arbitrary complex boundary condition. It is proved with strict mathematical method in this paper, that in general cases, the accuracy of this method is much higher than that of the usual element and the large element method presented in [7]. Therefore, the degrees of freedom needed in this method are much fewer than those in the two methods if the same accuracy is preserved.     

一种易于并行求解Euler方程组的分区技术

在具有复杂边界的计算区域内，求解偏微分方程组时，经常需要分区和并行计算，分区方法直接关系到数值计算的并行化程度，本文在应用时间算子分裂方法求解Euler方程组的过程中，提出了一种非常容易实现并行化计算的分区技术。     

The stability of difference schemes of a higher dimensional parabolic equation

This paper proposes a new method to improve the stability condition of differencescheme of a parabolic equation.Necessary and sufficient conditions of the stability of thisnew method are given and proved.Some numerical examples show that this method hassome calculation advantages.     

Differentiator series solution of linear differential ordinary equation

１Ｄｉｆｅｒｅｎｔｉａｔｏｒ,ＩｎｖｅｒｓＯｐｅｒａｔｏｒａｎｄＴｈｅｉｒＰｒｏｐｅｒｔｉｅｓ１．１ＤｉｆｅｒｅｎｔｉａｔｏｒａｎｄｉｎｖｅｒｓｏｐｅｒａｔｏｒＳｕｐｐｏｓｅｔｈｅｌｉｎｅａｒｏｒｄｉｎａｒｙｄｉｆｅｒｅｎｔｉａｌｅｑｕａｔｉｏｎｏｆ...     

Analysis of an upscaling method based on conservation of dissipation

In this paper, a scaling method based on conservation of dissipation and use of periodic boundary conditions is presented. We prove that the method leads to a symmetric positive definite tensor. We also show that the method is identical to the method of Durlovsky and Chung, therefore an important property of the latter method is proved. Some other existing methods are also discussed in terms of their boundary conditions. For this purpose, the concepts of basis and class of boundary conditions for scaling methods are introduced.     

求非线性转子－轴承系统周期响应的一种计算方法

本文把求非线性转子－轴承系统瞬态响应的分块Ｎｅｗｍａｒｋ方法与打靶法结合求系统的周期解，该方法利用了分块Ｎｅｗｍａｒｋ方法求解速度快的优点和Ｊａｃｏｂｉ矩阵求解时每步不需迭代的特点。本文首先给出周期解的求解公式，然后用一个算例，讨论了周期解的稳定性及失稳后的分岔行为。     

波前法在无网格伽辽金法中的应用

有别于有限元法,无网格法采用基于点的近似,可彻底或部分地去除网格（只保留积分所需的背景网格）,在保证计算精度同时降低计算难度。无网格伽辽金法（Element Free Galerkin method, EFG）是一种基于移 动最小二乘近似（Moving Least-Squares, MLS）的全局弱式无网格法,广泛应用于计算力学等领域,该方法的一个缺点是：计算过程中产生的系数矩阵含有的非零元数量比有限元法多,即使处理中等规模模型时,也要求计算机有很大的存储空间,并且计算时间长。波前法在有限元法中已有很成熟的应用,但至今没有应用于无网格方法。本文介绍了波前法在无网格伽辽金法中的应用方法,编写了相应的计算程序,并以弹性力学为例做了验算。     

砼开裂模拟的综合单元方法

本文对砼结构的开裂提出了一种新的模拟方法。该方法用裂缝体单元表示砼结构的裂缝,通过对开裂单元进行协调聚缩,使砼的开裂单元和未开裂单元能够在一起进行整体组装,从而可对砼结构的裂缝扩展进行自动追踪分析。本文方法同时具有离散裂缝模式和分布裂缝模式的优点。     

A study of boundary integral method for a type of nonlinear problem based on generalized quasilinearlization theory

非线性泊松问题在热传导和多孔催化粒子的扩散反应等问题中是非常常见的,为此,利用广 义拟线性化迭代理论,提出了一种非线性泊松问题的新的数值迭代方法. 该方法将非线性方 程转化成一序列线性方程的迭代,其优点是初始值的选取具有一定的理论基础,并且在一定 的初始值条件下,迭代结果将单调地收敛于非线性问题的解. 将此迭代方法与边界元和双互 易杂交边界点方法结合,并用于非线性泊松问题的求解,比较了两种方法的结果精度,收敛 速度及不同初始值下的稳定性. 结果显示,基于拟线性化的双互易杂交边界点法具有较高的 稳定性和计算效率,并且收敛速度为平方阶.     

Applications of wavelet Galerkin FEM to bending of plate structure

A kind of calculating method for high order differentials expanded by the wavelet scaling functions and the integral of their product used in Galerkin FEM is proposed, so that we can use the wavelet Galerkin FEM to solve boundary-value differential equations with orders higher than two. To combine this method with the Generalized Gaussian integral method in wavelet theory, we can find that this method has many merits in solving mechanical problems, such as the bending of plates and those with variable thickness. The numerical results show that this method is accurate. This project is supported by the National Natural Science Foundation of China (No. 19772014) and the National Outstanding Young Scientist Foundation of China (No. 19725207).     

子结构物理参数的一种识别方法

本文基于复模态综合和优化技术,提出一种子结构物理参数识别方程。该方法利用复模态综合在广义坐标下建立物理参数识别方程,然后将物理参数识别化为优化问题求解。给出了一台钻床的子结构物理参数识别实例来说明方法的有效性.