热载荷作用下平面裂纹问题的奇异积分方程与边界无法

从边界积分方程出发,导出了二维裂纹体热传导问题及热弹性问题的积分方程组,继而使用奇异积分方程与边界元相结合的方法,为其建立了相应的数值求解方法。此外,利用奇异积分方程的主部分析法,严格地证明了裂纹尖端温度梯度场的1/√r 奇异性,并且给出了奇性温度梯度场的精确解。最后。对一些典型例子,做了数值计算。     

平面定常Stokes问题的无奇异第一类边界积分方程

对无奇异边界积分方程归化法的研究,已有的结果都是针对直接变量的,其核心思想是利用刚体位移(包括刚体的转动和平移)或均匀场．然而,对第一类边界积分方程的无奇异边界归化法的研究,至今还未涉足．本文提交一种新方法,归化出平面定常Stokes问题的第一类无奇异边界积分方程,并建立完整的数值求解体系．一个简单的算例表明本文方法可获得理想的数值结果,特别是边界量的数值结果。     

直接边界元法中边界积分的解析处理

确立了平面位势和弹性力学问题的边界元直接法中边界积分的解析计算框架系统,从而避免了传统的主似求积分,数值算例表胆它具有较高的精度和效率,特别是在边界量和边界附近区域内点物理量的计算可获得较高的精度。     

具水平直裂纹的弹性半平面运动载荷问题

利用平面弹性复变方法和积分方程理论，讨论具水平直裂纹的弹性半平面运动载荷问题，最后，得出应力函数封闭形式的解。     

平面Laplace问题的等价间接变量边界积分方程

利用变分法证明平面调和函数的外问题的确切形式；在此基础上，建立外问题的具有间接变量的等价边界积分方程；传统的外问题及边界积分方程不具有普遍适用性，本文对此进行了详细的讨论．     

解平面弹性力学问题的边界积分方程的机械求积方法及其外推

１．引 言 考虑平面弹性力学内或外位移边值问题和内或外应力边值问题这里Ω是平面有界开集,Ωｃ是闭包Ω的补集,Γ是Ω或Ωｃ的边界,ｕ＝（ｕ１,ｕ２）是位移,ｎ＝（ｎ１,ｎ２）是Γ的外法向单位向量,δｉｊ＝（ｕｉ,ｊ＋ｕｊ,ｉ）／２是应变张量,λ和μ是Ｌａｍｅ常数,并且按张量计算规则：重复下标蕴含对该下标从１到２的求和． 使用直接边界元方法（１．１）与（１．２）皆可被转换为边界积分方程组这里αｉｊ（ｙ）是取决于ｙ∈Γ的常数,当ｙ是Γ的光滑点时,;式中是ｋｅｌｖｉｎ基本解,有以下表达式［５,７］这里ｒ＝…     

平面弹性力学问题边界元直接法中边界积分的解析处理

确立平面位势和弹性力学问题的边界元直接法中边界积分的解析计算框架系统,从而避免了传统的高斯近似求积分,数值算例表明它具有较高的精度和效率,特别是在边界量和边界附近区域内点物理量的计算可获得较高的精度。     

位势平面问题的新的规则化边界积分方程

广泛实践集中在直接变量边界积分方程的规则化研究,其本质是利用简单解消除边界积分的奇异性．然而,至今关于平面位势问题的第一类边界积分方程的规则化研究尚未涉足．致力于间接变量边界积分方程的规则化方法研究,基于一种新的思想和观点,确立平面位势问题的间接变量规则边界积分方程,它不包含CPV强奇异积分和HFP超奇异积分．数值算例表明现在的方法可取得很好的精度和效率,特别是边界量的计算．     

位势问题边界元法中几乎奇异积分的正则化

将一种通用算法应用于平面位势问题边界元法中近边界点几乎奇异积分的正则化。对线性单元,位势问题近边界点的几乎强和超奇异积分可归纳为两种形式。通过分部积分,将引起奇异的积分元素变换到积分号之外,从而对这两种积分分别给出了无奇异的正则化计算公式。除了线性元,二次元也应用于该算法。与近边界点临近的二次单元划分为两段线性单元,该算法仍然适用。算例证明了方法的有效性和精确性。对曲线边界问题,联合二次元和线性元可提高计算结果精确度。     

两非均匀半平面粘结的非均匀平面的裂纹问题*

本文对两个非均匀半平面粘结的非均匀平面的裂纹问题作了分析,文中假定两种材料的泊松比v相同,但杨氏模量随坐标x按不同形式的指数函数变化.本文使用非均匀平面问题的单裂纹解及富氏变换方法, 使问题归为一个柯西型奇异积分方程,最后对应力强度因子的计算给出了若干数值例子.     

The Dual Singular Function Method for 2D Boundary Integral Equations

The accuracy of standard boundary element methods for elliptic boundary value problems deteriorates if the boundary of the domain contains corners or if the boundary conditions change along the boundary. Here we first investigate the convergence behaviour of standard spline Galerkin approximation on quasi-uniform meshes for boundary integral equations on polygonal domains. It turns out, that the order of convergence depends on some constant describing the singular behaviour of solutions near corner points of the boundary. In order to recover the full order of convergence for the Galerkin approximation we propose the dual singular function method which is often used for improving the accuracy of finite element methods. The theoretical convergence results are confirmed and illustrated by a numerical example.     

A Method for Studying Singular Integral Equations

We examine a singular integral equation of the first kind on a bounded open set of an n-dimensional space. Open subsets with a common (contact) (n — 1)-dimensional piecewise smooth part of boundaries are selected. The underdetermined case is treated in which the unknown part of the integrand depends on 2n independent variables whereas a given integral depends only on n variables. In this situation we pose the problem of finding the contact part of the boundaries and prove unique solvability of the problem.     

On Solvability of a Boundary Value Problem for Singular Integral Equations

This paper deals with the solvability of boundary value problems for singular integral equations of the form (i)-(ii).By an algebraic method we reduce the problem (i)-(ii) to a system of linear algebraic equations which gives all solutions in a closed form.AMS Subject Classification: 47G05, 45GO5, 45E05     

某些带变换的边值问题和奇异积分方程

本文主要考虑某些带变换的奇异积分方程。尽管用经典的正则化方法可以求解，我们还是给出一种新的分区跳跃方法，使它们化为较简单的可以系统地求解并可迅即讨论的Ｆｒｅｄｈｏｌｍ积分方程。     

Collocation Method for Singular Integral Equations on Holder Spaces

The classical polynomial collocation method is considered for a class of Cauchy singular integral equations with variable coefficients on a bounded interval. This method is naturally extended to the case of a non-zero index of the underlying Fredholm operator. This is done by using the structure of the kernel and a complement of the image of this operator. For the extended method we directly obtain error bounds in the norm of the weighted Holder spaces. As an illustration, some numerical results are given.     

Boundary Integral Equations in the Frequency Domain for Interface Cracks under Impact Loading

In the study interface cracks between two dissimilar homogeneous isotropic half-spaces undergoing impact loading are considered. The problem is solved using the boundary integral equations in the frequency domain. The distributions of the displacements and tractions at the bonding interface and surfaces of the cracks are obtained and analyzed. The stress intensity factors (opening and shear modes) are computed for different load conditions and various properties of the bimaterial. The results are compared with the ones obtained in the time domain. (© 2012 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

New Applications of the Boundary Element Method in Dynamics of Solids

The boundary element method (BEM) is developed and applied in new fields of dynamic fracture mechanics, dynamics of composite, elasto–plastic and piezoelectric materials. The BEM results are compared with solutions computed by the finite element method (FEM) showing high accuracy of the BEM. (© 2008 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)