用多复变量应力函数计算任意多连通弹性平面问题

本文应用弹性力学的复变函数理论,用多保角变换的方法,导出了任意多连通无限大弹性板的多复变量应力函数表达式。在边界上进行复Fourier级数展开,用待定系数法确定应力函数的未知系数,从而计算弹性板的应力场,以含有任意多个任意位置椭圆孔的无限板为例,编制了相应的多工况运行的FORTRAN77标准化程序,进行了考题和算例分析,给出了级数的收敛状况和孔边周向应力的分布图,结果表明本方法对处理多连通无限大弹性平面问题行之有效。     

等直蜂窝夹芯盒式矩形截面杆约束扭转应力和位移的解析解

用待定函数法建立等截面蜂窝夹芯盒式矩形截面直杆约束扭转微分方程并求得其通解．求得无量纲化的面板正应力、剪应力,芯材剪应力和横截面的翘曲位移．数值结果表明,面板正应力沿轴向衰减很快．距固定端20 h远处横截面的面板正应力仅为固定端处的百分之一．     

带裂纹方形截面杆扭转问题的自然边界元与有限元耦合法

根据基于区域分解的自然边界元与有限元的耦合法,研究了带裂纹的方形截面杆的扭转问题,编制了耦合法计算程序,计算了几种尺寸截面的抗扭刚度、截面各点的应力及裂纹的应力强度因子,并绘出了裂纹尖端的应力分布图.计算中,还探索了松弛因子对迭代收敛速度的影响.从实践上证实了自然边界元与有限元的耦合法所具有的优点.     

单连通区域上解析函数的插值问题

本文利用单位圆盘上Hardy空间插值问题的已知结论,用较初等的方法,对边界至少含有两个不同点的任意单连通区域,给出插值问题有解的充分必要条件。     

三系数有限元向量尺度函数的构造

The aim of this paper is to present construction of finite element multiscaling function with three coefficients. In order to illuminate the result, two examples are given finally.     

有界多连通域的Schatten类Toeplitz算子

本文讨论了多连通域的Bergman空间上的以正测度为符号的Toeplitz算子.用符号测度的Berezin 变换和平均函数刻画了Toeplitz算子为Schatten类算子的充要条件.     

有界多连通域的Schatten类Toeplitz算子

本文讨论了多连通域的Bergman空间上的以正测度为符号的Toeplitz算子.用符号测度的Berezin变换和平均函数刻画了Toeplitz算子为Schatten类算子的充要条件.     

应力函数一般解的补充

本文指出平面问题极坐标形式应力函数一般解并不完备,不能处理曲杆受任意边界分布力的问题.为此,提出两个新的应力函数,将一般解作若干补充之后,能解曲杆r=a,b上受任意分布力的问题.这是包含区域边界几何参数的新的应力函数.     

边裂纹柱扭转的强奇性积分方程解法*

本文利用单裂纹扭转的位错型解答,使用有限部积分的概念和方法,最后将含有单根水平裂纹的柱体扭转问题归为解一个强奇性积分方程,并为其建立了数值求解方法,文末作了若干数值例子的计算,结果令人满意.     

一类基于小波基函数插值的有限元方法

在分析具有大的梯度问题中,将具有紧支集的小波基函数引入到传统的有限元插值函数的构造中,对传统的插值方法进行修正。对新的插值模式进行了数值稳定性（解的唯一存在性）分析并通过分片分析讨论了解的收敛性,新的插值模式所引入的附加自由度通过静力凝聚法来消除,最后得到了基于变分原理的小波有限元列式。     

裂纹群应力强度因子分析的广义参数有限元法

利用广义参数有限元法直接求解了裂纹群裂尖应力强度因子.首先根据改进的Williams级数建立典型裂尖奇异区Williams单元,然后通过分块集成形成求解域整体刚度方程,进一步利用Williams级数的待定系数直接确定各裂尖应力强度因子,最后通过算例分析研究了裂纹间距、裂纹与X轴夹角等参数对计算结果的影响.结果表明,该文方法能够有效克服断裂分析的传统有限元法的缺陷,具有更高的计算精度和效率.而且对于含有多条等长共线水平裂纹的无限大板,当相邻裂纹间距与裂纹半长之比大于9时,可忽略裂纹之间的相互影响,按照单裂纹进行计算;对于沿Y轴对称分布的偶数条等长斜裂纹的无限大板,随着裂纹与X轴夹角的增大,KⅠ逐渐减小,KⅡ先增大后减小.     

A Nonconforming Arbitrary Quadrilateral Finite Element Method for Approximating Maxwell's Equations

The main aim of this paper is to provide convergence analysis of Quasi-Wilson nonconforming finite element to Maxwell's equations under arbitrary quadrilateral meshes.The error estimates are derived,which are the same as those for conforming elements under conventional regular meshes.     

A Nonconforming Arbitrary Quadrilateral Finite Element Method for Approximating Maxwell＇s Equations

The main aim of this paper is to provide convergence analysis of Quasi-Wilson nonconforming finite element to Maxwell's equations under arbitrary quadrilateral meshes. The error estimates are derived, which are the same as those for conforming elements under conventional regular meshes.     

Advanced Solution Strategies for r-Adaptive Finite Element Analysis

In Finite Element Analysis (FEA) the discretisation has wide influence on the quality of the analysis. With r-adaptive FEA it is aimed to improve the finite element solution by finding the optimal mesh without changing the mesh connectivity and the order of the elements. Thus, this approach belongs to the group of mesh-moving methods. The r-adaptivity approach presented is governed by energy minimisation and therefore is called energy-based. It is built upon a variational Arbitrary Lagrangian-Eulerian (vALE) formulation whereby the potential energy is varied with respect to spatial and material coordinates. However, even for simple problems the Hessian is likely to be singular or indefinite. This complicates the application of solution schemes based on Newton's method. Motivated by the approaches of [1–4], we try to find appropriate numeric methods for r-adaptivity. For this purpose, we study the numerical performance of a primal barrier scheme, of an augmented Lagrange barrier scheme and the primal-dual interior point package IPOPT. (© 2014 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

Simple Teaching Examples for Finite Element Stress Analysis

The simple one‐dimensional example of stress analysis in a beam can be used to illustrate the sophisticated methods involved in the various types of finite element stress analysis— displacement, hybrid displacement, stress and hybrid stress formulations and Reissner's principle. We can also demonstrate the bounds on the energy produced by the displacement and stress formulations and the use of Synge's hypercircle method.     

任意厚度具有自由边叠层板的精确解析解

自由边问题一直是三维弹性力学中的难题,通常很难满足自由边上一个正应力和两个剪应力都等于0．基于三维弹性力学基本方程和状态空间方法,引入自由边界位移函数并考虑全部弹性常数,建立了正交异性具有自由边单层和叠层板的状态方程．对状态方程中的变量以级数形式展开,通过边界条件的满足精确求解任意厚度具有自由边叠层板的位移和应力,此解满足层间应力和位移的连续条件．算例计算表明,采用引入的位移函数形式,简化了计算过程并且采用较少的级数项可以获得收敛解．与有限元方法计算结果进行了对比,可以得到较高精度的数值结果．其解可以作为其它数值方法和半解析方法的参考解．     

A Study on the Conditioning of Finite Element Equations with Arbitrary Anisotropic Meshes via a Density Function Approach

The linear finite element approximation of a general linear diffusion problem with arbitrary anisotropic meshes is considered. The conditioning of the resultant stiffness matrix and the Jacobi preconditioned stiffness matrix is investigated using a density function approach proposed by Fried in 1973. It is shown that the approach can be made mathematically rigorous for general domains and used to develop bounds on the smallest eigenvalue and the condition number that are sharper than existing estimates in one and two dimensions and comparable in three and higher dimensions. The new results reveal that the mesh concentration near the boundary has less influence on the condition number than the mesh concentration in the interior of the domain. This is especially true for the Jacobi preconditioned system where the former has little or almost no influence on the condition number. Numerical examples are presented.     

Finite Element Solution of Conical Diffraction Problems

This paper is devoted to the numerical study of diffraction by periodic structures of plane waves under oblique incidence. For this situation Maxwell's equations can be reduced to a system of two Helmholtz equations in R ² coupled via quasiperiodic transmission conditions on the piecewise smooth interfaces between different materials. The numerical analysis is based on a strongly elliptic variational formulation of the differential problem in a bounded periodic cell involving nonlocal boundary operators. We obtain existence and uniqueness results for discrete solutions and provide the corresponding error analysis.     

含曲线裂纹圆柱扭转问题的新边界元法

研究含曲线裂纹圆柱的Saint-Venant扭转,将问题化归为裂纹上边界积分方程的求解．利用裂纹尖端的奇异元和线性元插值模型,给出了扭转刚度和应力强度因子的边界元计算公式．对圆弧裂纹、曲折裂纹以及直线裂纹的典型问题进行了数值计算,并与用Gauss-Chebyshev求积法计算的直裂纹情形结果进行了比较,证明了方法的有效性和正确性．