亚洲免费av电影一区二区三区,日韩爱爱视频,51精品视频一区二区三区,91视频爱爱,日韩欧美在线播放视频,中文字幕少妇AV,亚洲电影中文字幕,久久久久亚洲av成人网址,久久综合视频网站,国产在线不卡免费播放

        ?

        橢圓特征值問(wèn)題的局部徑向基函數(shù)差分法

        2020-11-04 03:07:02馮新龍
        關(guān)鍵詞:新疆大學(xué)差分法烏魯木齊

        張 毅, 馮新龍

        (新疆大學(xué)數(shù)學(xué)與系統(tǒng)科學(xué)學(xué)院,烏魯木齊 830046)

        1 Introduction

        In this paper, we investigate the two dimensional elliptic eigenvalue problem followed by

        where the region Ω ?R2, λ is the eigenvalue and u represents the eigenvector. The problem is to find an eigenpair (λ,u) for which λ >0 and u is non-null satisfying (1).

        Numerical methods for eigenvalue problems have become attractive in the field of fluid mechanics. In the past, various approaches had been proposed to solve these problems. Xu and Zhou[1]proposed a two-grid discretization for eigenvalue problems.Two kinds of two-grid new mixed finite element schemes for the elliptic eigenvalue problem based on less regularity of flux are considered in [2]. These methods are wellestablished,but all suffer certain drawbacks due to their reliance on a mesh of elements connected in a predefined way. Because of these limitations, various meshless methods had been proposed for solving PDEs in engineering applications.

        As one kind of meshless method, radial basis functions (RBFs) have been increasingly popular in approximation theory. The discovery of the RBF interpolation method itself is attributed to Hardy in 1971, who used the Multiquadric (MQ) RBF for scattered data interpolation in 2D to solve problems in topography[3]. In 1990, the application of RBFs as a mesh-free method for partial differential equations (PDEs)was first proposed by Kansa[4,5]. RBF-based methods are attractive because they are simple to apply and geometrically flexible, capable of handling complicated domains on scattered nodes with no need for a computational mesh. But its main drawback is ill-conditioning of the resulting linear system as the number of nodes is increased[6]. To overcome the drawback of the global RBF method, a local RBF method has recently been put forward independently by several authors[7-10]. The method uses RBFs with global support,but the approximation is carried out at a given node with some nearest neighbors instead of all nodes in the global region. The local RBF method can also be considered as a generalization of the classical finite difference(FD)method to scattered node layouts, we refer to the local RBF method as the RBF-generated finite difference(RBF-FD) method, as in[8].

        In this paper,the local RBF-FD method is extended for solving the elliptic eigenvalue problem. We present the numerical results for three kinds of RBFs using structured and unstructured node layouts to testify the accuracy of the method compared with the analytical solutions. We also study the effect of the shape parameter in the formulas of the RBF-FD method for elliptic eigenvalue equation on the unit square numerically.

        The rest of the paper is structured as follows. In section 2, a brief introduction to radial basis functions is presented. The main results of this study are contained in section 3,where we establish the formulation of the RBF-FD scheme and apply the local RBF-FD approximations for the elliptic eigenvalue problem. In section 4, numerical experiments are given, showing that our proposed approaches are very efficient for several node layouts on different domains. And conclusions are drawn in section 5.

        2 Radial basis functions

        where φ(r), r =‖x-xj‖≥0,is some radial function,the norm‖x-xj‖is usually the Euclidean distance between nodes x and xj, and n is the total number of nodes. The unknown expansion coefficients λj, j = 1,2,··· ,n are determined by F(xi) = fi, i =1,2,··· ,n, which leads to the following symmetric linear system

        There are two types of traditional RBFs: piecewise smooth RBFs and infinitely smooth RBFs. If φ is one of the piecewise smooth RBFs without shape parameters,we will obtain the RBF interpolation explicitly after solving the linear system. On the other hand, if φ is one of the infinitely smooth RBFs with a positive constant c which is known as the shape parameter, then suitable choices of the shape parameters are required to make[11]. In this paper,we choose the infinitely smooth RBFs for numerical approximation and discuss the effect of shape parameter c in section 3. Some commonly used RBFs are shown in Table 1.

        Table 1 Some commonly used radial functions φ(r)

        3 Meshless method formulation

        3.1 RBF-FD weights

        In this section, we describe how the RBF-FD formulas are derived and how the weights are exactly calculated. We consider an influence domain (or stencil) consisting of N scattered nodes x1,x2,··· ,xNand a differential operator L. For a given node xc,we want to approximate Lu(xc) by a linear combination of the function values of u at the N nodes, that is

        To determine the value of ωk,we choose a set of RBFs φi(x), i=1,2,··· ,N. This leads to the following linear system

        3.2 Local RBF-FD formulas for the elliptic eigenvalue problem

        the combined RBF and polynomial interpolant is assumed to be a linear combination of the radial and polynomial functions, thus it takes the form

        with the constraints

        Although (7) is well-posed without any augmented polynomials for the MQ, GA,and IMQ RBFs in Table 1, we augmented the radial functions with a constant β in this study, in order to maintain the condition that the RBF-FD formulas are exact for constants[13]. Substituting (7) into (6) and imposing the condition (9) leads to the symmetric, linear system of equations

        The discretization of (1) leads to an algebraic eigenvalue problem

        The N ×N matrix L is the DM which is constructed by the RBF-FD weights calculated at each node and u=(u1,u2,··· ,uN)T. The element Li,jof this matrix can be expressed as follows

        where Ωirepresents the set of neighbor nodes for node (xi,yi) in the influence domain.With the matrix assembled, the inverse power method is required to solve the problem for the first eigenvalue λ1,hwhich will be compared to the analytical solution to determine the accuracy of the local RBF-FD method. Now, the corresponding discrete problem is to find eigenpairs (λ1,h,u1,h) for which u1,his non-null and ‖u1,h‖0=1.

        3.3 Choice of the local influence domain

        Figure 1 Choice of neighbors by links

        4 Numerical results

        In this section, the numerical experiments are carried out using Matlab. For the sake of simplicity,we just consider the first eigenvalue of the elliptic eigenvalue problem,applying Gaussian elimination and the inverse power method to solve the system(9)and find the first eigenvalue of (10), respectively. The relative error between an analytical and a numerical result is defined to be

        where λ1,adenotes the first eigenvalue analytically and the numerical result is λ1,h.Noted that the total error in this work includes the error from the RBF-FD approximation, the linear system solver, and the inverse power method for the eigenvalue problem (10).

        4.1 Unit square

        The first example is to consider the elliptic eigenvalue model problem (1) on the unit square Ω=(0,1)×(0,1), the eigenvalues and eigenvectors are

        λk,l=π2(l2+k2), l,k =1,2,··· ,∞,

        and

        uk,l(x,y)=sin(kπx)sin(lπy).

        In Figure 2, we show three different node layouts in Ω: uniformly distributed nodes, nodes distributed randomly, and uniformly distributed nodes perturbed randomly within a radius of 0.3h from their original position, where h is the distance between adjacent uniform nodes.

        Figure 2 Three different layouts of the original points: uniform nodes,Perturbed nodes and Random nodes

        Figure 3 shows the relative error ?ras a function of the total number of nodes N.We use the multiquadric RBFs with shape parameter c=1, and results are shown for three different node layouts in Figure 2. It can be seen from the figure that the relative error ?rdecreases with the increasing of the number of nodes in all of the three layouts,and all the three cases give accurate results when there is enough points. And from the figure we can get that the best accuracies come from the uniform layout of point.

        Figure 3 Relative error ?r as a function of the total number of nodes N for three node layouts using MQ RBF-FD method with c=1

        The convergence rates for the local RBF-FD method are presented according to Figure 4, where we show the relative errors of the method, using uniformly distributed nodes, as a function of the distance h between adjacent uniform nodes. Applying the least square fitting the data, we find convergent rate of GA RBF O(h2.2), MQ RBF O(h2.5),and IMQ RBF O(h2)which shown that MQ RBF interpolation is more efficient.

        Figure 4 Plot shows log(?r) against log(h) for the MQ RBF-FD method with c=1 in the uniformly distributed nodes, to determine the orders of convergence

        Figure 5 shows the results of finding the optimal shape parameter c with a fixed number of nodes N = 2500 for this method, using uniformly distributed nodes, uniformly distributed nodes perturbed randomly, and nodes distributed randomly. It can be seen that there exists an optimal value of the shape parameter that minimizes the error in all layouts and the results become more accurate as the shape parameter increases toward 1, but oscillatory nature for large values of c. We can also get that the optimal value is independent of the nodal distance and only depends on the value of the function, matching the result in [15,16].

        Figure 5 Relative error ?r as a function of shape parameter c in RBF-FD method using 2500 points

        Further, we presented the performance of the local RBF-FD method using various different RBFs(MQ,GA and IMQ)in Figure 6. We show relative error ?ras a function of the total number of nodes N, operating in three different layouts with c=1. All the point layouts show that errors in MQ RBF and GA RBF are better than in IMQ RBF.

        Figure 6 Relative error ?r as a function of the total number of nodes N for uniformly distributed, perturbed, and random nodes using the MQ, GA and IMQ RBFs with c=1 in the local RBF-FD method

        Moreover, we give the plots of eigenvector u1,hof the first eigenvalue λ1,hat N =2500 nodes using MQ RBF-FD method with c=1 in Figure 7.

        Figure 7 Plot of the eigenvector u1,h of the first eigenvalue λ1,h at N =2500 nodes:using MQ RBF-FD method with c=1 for the three node layouts

        4.1 L-shaped domain

        The second example is the elliptic eigenvalue model problem (1) on the L-shaped domain Ω=(-1,1)2[0,1]2. A reference value for the first eigenvalue of(1)is 9.639724 from[17]. Figure 8 illustrates the convergence of GA, MQ and IMQ RBF in three different point layouts. The results from the experiment show that each aspect is similar to the first example which is computed on the unit square, only slightly lower in accuracy.

        Figure 8 Convergence of GA, MQ and IMQ RBF in three nodal distribution

        5 Conclusion

        An elliptic eigenvalue problem is solved in this paper using the local RBF-FD method on the unit square region and L-shaped domain. The numerical results using regular and irregular node layouts show the excellent agreement with the analytical solutions. In comparison, we can find that the results obtained using uniformly distributed nodes is better than those obtained from perturbed and random points. In addition, it is found that MQ RBF and GA RBF display better results for the Laplace eigenvalue problem. But the IMQ RBF-FD is the most stable one. For each RBF-FD formula there is an optimal value of the shape parameter c for which the error is minimum. This value is independent of h and only depends on the value of the function and its derivatives at the nodes. In the future, we will extend the local RBF-FD method to more complex problems.

        猜你喜歡
        新疆大學(xué)差分法烏魯木齊
        新疆大學(xué)紡織與服裝學(xué)院攝影作品選登
        二維粘彈性棒和板問(wèn)題ADI有限差分法
        A Corpus-Based Study on Linguistic Variables of CET Writings
        2008—2014年烏魯木齊主要污染物變化特征分析
        新疆大學(xué)——同濟(jì)大學(xué) “一帶一路”學(xué)術(shù)研討會(huì)
        基于SQMR方法的三維CSAMT有限差分法數(shù)值模擬
        有限差分法模擬電梯懸掛系統(tǒng)橫向受迫振動(dòng)
        對(duì)新疆大學(xué)男子籃球隊(duì)攻防技術(shù)的統(tǒng)計(jì)分析
        河南科技(2014年11期)2014-02-27 14:10:20
        三參數(shù)彈性地基梁的有限差分法
        新疆首條ETC車(chē)道落戶(hù)烏魯木齊
        久久久伊人影院| 亚洲精品久久久久久久蜜桃| 少妇高潮喷水久久久影院| 97丨九色丨国产人妻熟女| 99久久国产综合精品女图图等你| 国内精品久久久影院| 蜜臀av中文人妻系列| 国产午夜免费啪视频观看| 国产人妻大战黑人20p| 欧美极品美女| 国产男女做爰猛烈视频网站| 成人在线观看av毛片| 国产免费艾彩sm调教视频| 欧美末成年videos在线观看| 久久高潮少妇视频免费| 亚洲av迷人一区二区三区| 色婷婷亚洲精品综合影院| 思思久久99er热只有频精品66 | 日韩一区二区,亚洲一区二区视频| 日本精品视频二区三区| 欧洲熟妇色xxxxx欧美老妇伦| 亚洲欧美一区二区三区国产精| 日本一区中文字幕在线播放| 亚洲av综合色区无码一区| 97se亚洲国产综合自在线| 三级全黄的视频在线观看| 手机免费高清在线观看av| 亚洲av日韩av天堂久久| 国产精品亚洲欧美云霸高清| 亚洲av日韩一区二三四五六七| 91九色免费视频网站| 日本熟妇色xxxxx欧美老妇| 久久精品成人免费观看97| h视频在线免费观看视频| 伊人色综合久久天天五月婷| 少妇三级欧美久久| 成人性生交大片免费看7| 日本中文字幕一区二区有码在线| 国产色a在线观看| 无码av专区丝袜专区| 精品人妻一区二区三区在线观看 |