Helmholtz边界积分方程中奇异积分间接求解方法

提出了间接求解传统Helmholtz边界积分方程CBIE的强奇异积分和自由项系数,以及Burton-Miller边界积分方程BMBIE中的超强奇异积分的特解法。对于声场的内域问题,给出了满足Helmholtz控制方程的特解,间接求出了CBIE中的强奇异积分和自由项系数。对于声场外域对应的BMBIE中的超强奇异积分,按Guiggiani方法计算其柯西主值积分需要进行泰勒级数展开的高阶近似,公式繁复,实施困难。本文给出了满足Helmholtz控制方程和Sommerfeld散射条件的特解,提出了间接求出超强奇异积分的方法。推导了轴对称结构外场问题的强奇异积分中的柯西主值积分表达式,并通过轴对称问题算例证明了本文方法的高效性。数值结果表明,对于内域问题,采用本文特解法的计算结果优于直接求解强奇异积分和自由项系数的结果,且本文的特解法可避免针对具体几何信息计算自由项系数,因而具有更好的适用性。对于外域问题,两者精度相当,但本文的特解法可避免对核函数进行高阶泰勒级数展开,更易于数值实施。     

域奇异积分的解析计算

本文讨论了r~1型及lnr型二维域奇异积分的解析计算。对多项式荷载给出了域奇异积分的正确公式。而对于一般荷载,利用泰勒展开化为多项式荷载进行积分,并给出了积分误差估计。计算结果表明,本文方法是有效的。     

三维常数势边界元中的精确积分

对三维问题边界元方法中应用最广泛的常数边界元的积分提出一种精确积分方法。借助于一个假想的闭合曲面,将特定的势场应用于边界积分方程,发现对于三维问题,常数势项的积分可以化作球面三角型的面积计算,而导数项的积分则可在平面域用极坐标进行。本文方法结果精确,公式简单,同一计算公式可以用来计算非奇异、几乎奇异和奇异积分,统一了积分算法。     

非连续边界元积分的精确表达式及相关问题

以二维位势问题边界元分析为例,给出了利用线性非连续边界元离散边界积分方程时系数矩阵积分计算的精确表达式,通过和利用Gauss积分方法计算系数矩阵所得数值结果的比较表明：配位点选择不同对数值计算结果精度影响的主要原因是积分计算的精度,尤其当配位因子选择较大时,存在的准奇异积分（Nearly Singular Integrals)很难利用常规Gauss积分方法准确求得。     

弹性力学问题中一个新的边界积分方程——自然边界积分方程

位移导数边界积分方程一直存在着超奇异积分计算的障碍,该文提出以符号算子δye和εye作用于位移导数边界积分方程,施用一系列变换将边界位移、面力和位移导数转成为新的边界张量,从而得到一个新的边界积分方程－－自然边界积分方程,自然边界积分方奇异性为强奇性,文中给出了相应的Cauchy主值积分算式,自然边界积分方程与位移边界积分方程联合可直接获取边界应力,几个算例表明了自然边界积分方程的正确性。     

完备型二次边界轮廓法的研究及求解断裂力学Ja,L,M积分

对线弹性平面问题的边界轮廓法，选用完备的二次位移形函数，使求问题的维数降低两维，给出了求解边界位移和面力以及内点应力的求解方法。证明平面弹怀断鲜明力学Ｊａ积分、Ｍ积分、Ｌ积分方程的被积函数的散度均等于零，将它们分别转化为边界点的位移和面力的线性迭加，无需计算数值积分，算例表明，本文方法具有较高的精度。     

用面力边界积分方程求解断裂力学J积分

证明面力边界积分方程被积函数的散度等于零，应用Stokes公式，对平面线弹性问题，将面力边界积分的求解转化为边界点的位移势函数的点值计算。应用边界积分方程的求解结果，推导出J积分亦可表示为边界点的积分势函数的点值计算，无需进行数值积分，实例计算说明该方法的有效性。     

功能梯度材料动态断裂力学的径向积分边界元法

采用径向积分边界元法分析功能梯度材料动态断裂力学问题. 该方法使用与弹性模量无关的弹性静力学开尔文基本解作为问题的基本解,在导出的边界-域积分方程中含有由材料的非均质性和惯性项引起的域积分,通过径向积分法将域积分转化为等效的边界积分,得到只含边界积分的纯边界积分方程;从而建立只需边界离散的无内部网格边界元算法. 采用候博特方法求解关于时间二阶导数的系统离散的常微分方程组. 最后通过数值算例验证本文方法的精度和有效性.      

完备型二次边界轮廓法的研究及求解断裂力学J_α、L、M积分

对线弹性平面问题的边界轮廓法,选用完备的二次位移形函数,使求解问题的维数降低两维,给出了求解边界位移和面力以及内点应力的求解方法。证明平面弹性断裂力学J_a积分、M积分、L积分方程的被积函数的散度均等于零,将它们分别转化为边界点的位移和面力的线性迭加,无需计算数值积分。算例表明,本文方法具有较高的精度。     

导数场边界积分方程分析近边界应力分布

研究二维弹性力学问题边界积分方程,通过分部积分变换消除了常规导数边界积分方程中的超奇异积分,获得仅含强奇异积分的应力自然边界积分方程.对于近边界应力的计算,进一步运用正则化算法解析计算其中的几乎强奇异积分.较常规边界元法相比,应力自然边界积分方程可以求解离边界更加接近的内点应力值.算例证明了文中方法的可应用性和有效性.     

Improved non-singular local boundary integral equation method

When the source nodes are on the global boundary in the implementation of local boundary integral equation method (LBIEM),singularities in the local boundary integrals need to be treated specially. In the current paper,local integral equations are adopted for the nodes inside the domain trod moving least square approximation (MLSA) for the nodes on the global boundary,thus singularities will not occur in the new al- gorithm.At the same time,approximation errors of boundary integrals are reduced significantly.As applications and numerical tests,Laplace equation and Helmholtz equa- tion problems are considered and excellent numerical results are obtained.Furthermore, when solving the Hehnholtz problems,the modified basis functions with wave solutions are adapted to replace the usually-used monomial basis functions.Numerical results show that this treatment is simple and effective and its application is promising in solutions for the wave propagation problem with high wave number.     

Analysis of three-dimensional edge cracks under tensile loading

Three-dimensional edge cracks are analyzed using the Self-Similar Crack Expansion (SSCE) method with a boundary integral equation technique. The boundary integral equations for surface cracks in a half space are presented based on a half space Green's function (Mindlin, 1936). By using the SSCE method, the stress intensity factors are determined by the crack-opening displacement over the crack surface. In discrete boundary integral equations, the regular and singular integrals on the crack surface elements are evaluated by an analytical method, and the closed form expressions of the integrals are given for subsurface cracks and edge crakcs. This globally numerical and locally analytical method improves the solution accuracy and computational effort. Numerical results for edge cracks under tensile loading with various geometries, such as rectangular cracks, elliptical cracks, and semi-circular cracks, are presented using the SSCE method. Results for stress intensity factors of those surface breaking cracks are in good agreement with other numerical and analytical solutions.     

A DIRECT METHOD FOR EVALUATING LINE INTEGRALS WITH ARBITRARY HIGH ORDER OF SINGULARITIES

提出了一种精确计算任意高阶奇异曲线积分的直接计算法.首先将曲线单元上的各种几何量用投影线上的几何量来表示,然后通过幂级数展开和解析的方法显式地消除了积分的奇异性.还导出了计算等参坐标对局部直角坐标偏导数的表达式.由于这种方法涉及到的是总体尺度间的坐标变换,操作起来直观明了,可以处理二维问题边界元分析中出现的任意高阶奇异边界积分.最后用具体算例验证该方法的正确性.     

Nonsingular kernel boundary element method for thin-plate bending problems

In this paper,the nonsingular fundamental solutions are obtained from Fourierseries under some given conditions.These solutions can be taken as the kernels ofintegral equation.So a new boundary element method is presented,with which allkinds of thin-plate bending problems can’be solved,even with complicated loadings andsinuous boundaries.The calculation is much simpler and more accurate.     

完备型二次边界轮廓法的研究及J积分和应力强度因子的计算

选择二次完全多项多作为位移形函数,对边界轮廓法作了进一步的发展,证明二维弹性断裂问题的Ｊ积分方程的被积分函数的散度等于零,将Ｊ积分化为边界点的势函数数值的计算,无需计算数值积分,算例表明,该方法较传统边界元法求得的结果精度更好。     

三维Laplace方程边界元中线性单元的精确积分法

边界元中的边界积分计算影响计算精度和计算速度。非奇异积分一般采用数值积分，当配置点接近积分单元时，计算精度降低。未知函数线性插值得到的解是连续解，但计算难度增大。本文采用积分区域变换，将三维Laplace问题的二维积分化为一维积分，这样奇异积分和非奇异积分能采用精确积分的方法计算，使求解精度，计算速度都得到提高。     

弹性理论几类导数边界积分方程之间的变换关系

导数场边界积分方程通常难以应用，因为存在着超奇异主值积分的计算障碍。弹性理论中有几类不同的位移导数边界积分方程，本文采用算子δij和∈ij(排列张量)作用于这些导数边界积分方程，做一系列变换，原有的超奇异积分被正则化为强奇异积分获解。从而建立了这些位移导数边界积分方程之间的转换关系，它们均可以归结为自然边界积分方程。自然边界积分方程仅存在容易计算的Cauchy主值积分。自然边界积分方程分析可直接获得边界应力和位移导数。     

Closed form stress distribution in 2D elasticity for all boundary conditions

This paper applies a Hamiltonian method to study analytically the stress dis- tributions of orthotropic two-dimensional elasticity in(x,z)plane for arbitrary boundary conditions without beam assumptions.It is a method of separable variables for partial differential equations using displacements and their conjugate stresses as unknowns.Since coordinates(x,z)can not be easily separated,an alternative symplectic expansion is used. Similar to the Hamiltonian formulation in classical dynamics,we treat the x coordinate as time variable so that z becomes the only independent coordinate in the Hamiltonian ma- trix differential operator.The exponential of the Hamiltonian matrix is symplectic.There are homogenous solutions with constants to be determined by the boundary conditions and particular integrals satisfying the loading conditions.The homogenous solutions consist of the eigen-solutions of the derogatory zero eigenvalues(zero eigen-solutions) and that of the well-behaved nonzero eigenvalues(nonzero eigen-solutions).The Jordan chains at zero eigenvalues give the classical Saint-Venant solutions associated with aver- aged global behaviors such as rigid-body translation,rigid-body rotation or bending.On the other hand,the nonzero eigen-solutions describe the exponentially decaying localized solutions usually ignored by Saint-Venant's principle.Completed numerical examples are newly given to compare with established results.     

A new boundary integral equation for plane harmonic functions

In this paper, we propose a new boundary integral equation for plane harmonic functions. As a new approach, the equation is derived from the conservation integrals. Every variable in the integral equation has direct engineering interest. When this integral equation is applied to the Dirichlet problem, one will get an integral equation of the second kind, so that the algebraic equation system in the boundary element method has diagonal dominance. Finally, this equation is applied to elastic torsion problems of cylinders of different sections, and satisfactary numerical results are obtained.