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边界值问题

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In this paper,the author discusses the multi-layer solution with two special limits in boundary layer of the singularly perturly boundary value problem and obtains uniformly valid zero order asymptotic expansion by using the matching asymptotic expanding method.

利用匹配渐近展开法,讨论了奇摄动边值问题中边界层内存在有两个特异极限的多层解,得出了奇摄动边值问题的一致有效的零次渐近展开

Based on the boundary integral formula and natural boundary integral equation for the boundary value problems of biharmonic equation , the non-symmetrical banding solutions to the circular plate under thermal boundary conditions are gained by the Fourier series and convolution formulae.

根据双调和方程边值问题的边界积分公式和自然边界积分方程,利用傅立叶级数及卷积的几个公式,求得了相应变温边界条件下非对称载荷圆板的弯曲解,从实践上证明了此方法的可行性。

By using thenatural boundary element method which is set up by professor Feng Kang,the Neu-mann boundary problem of the harmonic equation on the half-upper plane is reducedto the Hadamard type singular integral equation,the integral region of which is un-bound,and then we turn it into corresponding bilinear form.

通过由冯康教授开创的自然边界元方法,将上半平面调和方程的Neumann边值问题归化为Hadamard型强奇异自然边界积分方程,并且此积分方程是无界域上的强奇异自然边界积分方程,然后将它转化为相应的变分形式。

The boundary element method for the Riemann-Hilbert boundary value problems for the generalized analytic function uses Cauchy integral formula as the foundation . The singularity of the Cauchy

广义解析函数的Riemann-Hilbert边值问题的边界元方法是以Cauchy公式为基础,Cauchy核具有奇性,这是所面临的困难,可以设法利用Cauchy主值积分来解决,最后给出问题的解。

Furthermore, it can be changed into singular integral equations with Cauchy kernel by introducing Sherman transformation. Then , the numerical example of the elastic welding problem with symmetric cracks is given, and the stress intensity factors can be obtained.

通过应用平面弹性复变方法,把满足已知边界条件的弹性平衡问题转化为解析函数的边值问题,再通过引入Sherman变换,把边值问题化为Cauchy核的奇异积分方程组。

For the generalized boundary value problem a complete set of boundary integral equations and relevant numerical scheme are established.

利用 Hankel 变换导出了弹性地基上薄板弯曲问题的基本解,此基本解对三种常用地基模型具有统一的表达形式,针对近年提出的广义边值问题,建立了统一的边界积分方程和边界元求解格式。

This function satisfies the homogeneous boundary condition of Poisson's equation.

应用格林函数将边值问题化为积分方程,并通过建立一个规范化的边界方程来表示问题的边界,以克服积分方程核的奇异性。

The first order absorption boundary condition is applied to the outside boundary, which can avoid the error caused by the plane wave assumption.

在外边界上统一应用适合于人工源的一阶吸收边界条件来形成边值问题,可减小基于平面波假设造成的人为截断边界的影响。

According to the boundary condition of the actual rectangular plates, it is very easy to get the characteristic equation for the problem through the boundary value of the generalized solution.

根据实际矩形板的边界条件,再应用弹性矩形薄板稳定问题的广义位移解的边界值,很容易便可得到该稳定问题的特征方程。

The result showed that,if only the necessary but insufficient condition,the equilibrium condition ,was adopted to deal with the infinite uncertain boundary condition,the solution to the stress was non-unique due to the fact that the boundary problem here was a mal posed mathematic problem.

通过两个典型的半无限体实例,对水平表面作用无限均布压力下弹性地基的应力和位移解答进行研究,结果表明:对边界条件不明确的无限边界仅采用解答的必要非充分条件——平衡条件来等效处理,其应力解答不是唯一的,因为此时该边值问题不是一个适定的数学问题。

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