半线性椭圆型问题Mortar有限元逼近的瀑布型多重网格法

Mortar有限元法作为一个非协调的区域分解技术已得到许多研究者的关注(如文献[2]、[5]等)。本文对半线性椭圆型问题的Mortar有限元逼近提出了瀑布型多重网格法,并给出了此法的误差估计和计算复杂度估计定理。     

广义神经传播方程的A.D.I.有限元分析

广义神经传播方程是神经传播方程的更一般形式，是一类非常重要的非线性发展方程，在生物、力学诸领域有实际背景．有关其解的性质，已有许多讨论I‘－‘］，但数值计算和数值分析方面，还没有研究．而实际当中，研究模型的数值方法和定量计算，往往是非常重要的．本文着重讨论一类具有非线性边值条件的广义神经传播方程的交替方向有限元方法及其数值分析．算法上，采用交替方向有限元，化高维问题为低维问题，在缩减计算量的同时，保持高精确度．分析上，采用Sobolev投影，简化论证，得到理想的稳定性和收敛性结果．1方程模型及有限元数值…     

水污染问题特征有限元方法的数值计算及理论分析

本文研究了水污染二维对流占优数学模型特征有限元方法的计算问题，导出的计算格式对时间变量用特征线方法离散，对空间变量用Galerkin有限元方法离散，得到的H^1－模和L^2－模误差估计是最优阶的。     

混合问题有限元解的存在唯一性分析

<正>1引言混合有限元方法~([1-3])是有限元方法一个重要的研究方向.利用混合有限元方法有很多优点,例如在计算多孔介质流时,通常要计算速度,如用通常的有限元法,只能先求出压力,然后求导得到速度,这样做精度将降低.而利用混合有限元方法求解,可同时求出     

具有自由边界的二维渗流问题

渗流的自由边界问题是工程上很受关注的问题．现有的数值分析方法需事先估计边界形态，逐次逼近．本文采用“变分不等式”的模式，结合有限元方法研究有自由边界的渗流问题，在整个结构区域内作有限元剖分，避免了传统的有限元分析中估计自由边界、反复修正计算区域的迭代过程．本文方法为简单而快速地分析渗流自由边界问题提供了一条有效的途径．     

双偶次有限元的渐近准确误差估计

当我们用有限元方法近似求解偏微分方程的边值问题时,常对近似解有一定的精度要求.于是仅在初始网格上进行一次计算是不够的,往往要进行一系列的计算.如何根据对已有计算结果的分析来控制下一步计算,导致自适应方法的出现.自适应方法的基础是对有限元近似解作后验误差估计.在h型自适应有限元方法中,通过加细剖分来达     

基于双尺度渐近分析的有限元算法

1．引言正如文山所说，由于复合材料和周期结构的材料系数ail（x）在局部区域内间断且跳跃性很大，加上区域内含有周期性洞穴或裂缝，且周期长度很小．一般而言，直接采用有限元方法进行数值模拟，其计算量大得惊人，甚至难以实现．文山针对这种特征，提出了一种可计算的双尺度渐近分析模式，本文在此基础上给出了相应的有限元算法，它包括：1．周期解在一个基本构造上的有限元计算；2．边界层的有限元计算．同时，给出了相应的误差分析．2．周期解的有限元计算首先考虑下列形式的边值问题；其中把，代E尸（on叫，iii（0关于E—（EI，ZZ…     

有限元近似可计算的误差界

本文研究了有限元近似可计算的误差界，利用“二次插值过渡”方法，获得二维线性、双线性有限元和三维三线性有限元的新的插值常数估计值．理论分析和数值实验表明该结果是有效的，发展了P．Arbenz等人的工作．     

三角形二次插值系数有限元法解半线性椭圆问题的超收敛性

基于均匀三角形的剖分求解一类二阶半线性椭圆问题,用插值系数有限元方法比经典有限元法更容易实现,与经典二次有限元一样,二次插值系数有限元方法在对称点处也有四阶超收敛精度,数值计算表明这些结论是正确的.     

对流扩散方程的缩减基有限元法的后验误差

将缩减基(RB)方法和有限元方法相结合,在保证偏微分方程的有限元离散格式具有足够高精确度前提下,能够大幅度地降低有限元离散格式的维数,从而大大降低计算中内存容量和计算时间的消耗.针对对流扩散方程建立基于RB方法的Crank-Nicolson有限元离散格式,并给出后验误差估计结果.     

CASCADIC MULTIGRID METHODS FOR MORTAR WILSON FINITE ELEMENT METHODS ON PLANAR LINEAR ELASTICITY

Cascadic multigrid technique for mortar Wilson finite element method of homogeneous boundary value planar linear elasticity is described and analyzed. First the mortar Wilson finite element method for planar linear elasticity will be analyzed, and the error estimate under L2 and H1 norm is optimal. Then a cascadic multigrid method for the mortar finite element discrete problem is described. Suitable grid transfer operator and smoother are developed which lead to an optimal cascadic multigrid method. Finally, the computational results are presented.     

Mortar Upwind Finite Volume Element Method with Crouzeix-Raviart Element for Parabolic Convection Diffusion Problems

In this paper,we study the semi-discrete mortar upwind finite volume element method with the Crouzeix-Raviart element for the parabolic convection diffusion problems. It is proved that the semi-discrete mortar upwind finite volume element approximations derived are convergent in the H~1-and L~2-norms.     

A priori error analysis of the mortar finite element method for variational inequalities

The mortar finite element method is a special domain decomposition method, which can handle the situation where meshes on different subdomains need not align across the interface. In this article, we will apply the mortar element method to general variational inequalities of free boundary type, such as free seepage flow, which may show different behaviors in different regions. We prove that if the solution of the original variational inequality belongs to H²(D), then the mortar element solution can achieve the same order error estimate as the conforming P₁ finite element solution. Application of the mortar element method to a free surface seepage problem and an obstacle problem verifies not only its convergence property but also its great computational efficiency. © 2007 Wiley Periodicals, Inc. Numer Methods Partial Differential Eq, 2008     

Mortar Finite Volume Method with Adini Element for Biharmonic Problem

In this paper, we construct and analyse a mortar finite volume method for the discretization for the biharmonic problem in R2. This method is based on the mortar-type Adini nonconforming finite element spaces. The optimal order H2-seminorm error estimate between the exact solution and the mortar Adini finite volume solution of the biharmonic equation is established.     

A mortar element method for elliptic problems with discontinuous coefficients

This paper proposes a mortar finite element method for solvingthe two-dimensional second-order elliptic problem with jumpsin coefficients across the interface between two subregions.Non-matching finite element grids are allowed on the interface,so independent triangulations can be used in different subregions.Explicitly realizable mortar conditions are introduced to couplethe individual discretizations. The same optimal L²-norm andenergy-norm error estimates as for regular problems are achievedwhen the interface is of arbitrary shape but smooth, thoughthe regularity of the true solution is low in the whole physicaldomain.     

A propos d'approximation par elements finis optimale pour les problèmes de contact unilatéral

We consider a interpolation type operator and a projection type operator with values in a finite element function set, defined for continuous functions and keeping positiveness. We prove with a counter-example that the two operators do not verify optimal approximation results with respect to a dual norm. This counter-example yields some predicted results concerning optimality of the mortar element method and finite element analysis for unilateral contact problems.     

La méthode des elements avec joint appliquée aux méthodes d'approximations Discrete Kirchhoff Triangles

This paper deals with the analysis of a non-conforming domain decomposition method, the mortar element method for a shell model approximated by a D.K.T. finite element method. We present a mathematical analysis of the method and derive optimal consistency error and best fit error.     

Approximation du problème de contact unilatéral par la méthode des éléments finis avec joints

The purpose of this Note is to extend the mortar finite element method to handle the unilateral contact model between two deformable bodies. The corresponding variational inequality is approximated using finite elements with meshes which do not fit on the contact zone. The mortar technique allows us to match (independent) discretizations within each solid and to express the contact conditions in a satisfying way. Then, we carry out a numerical analysis of the algorithm and, using a bootstrap argument, we give an upper bound of the convergence rate similar to that already obtained for compatible grids.     

抛物问题的mortar有限元逼近的瀑布型多重网格法

用瀑布型多重网格法解决椭圆、抛物问题，已有不少研究工作[1-2]，本文对抛物问题的mortar有限元的全离散格式提出瀑布型多重网格法，证明了该方法是最优的，即具有最优精确度和复杂度．     

A mortar element method for hyperbolic problems

A non-conforming finite element method based on non-overlapping domain decomposition is extended to linear hyperbolic problems. The method is based on streamline-diffusion/discontinuous Galerkin methods and the mortar element method. A weak flux continuity condition at the inflow interface is enforced by means of Lagrange multipliers. This weak flux continuity condition replaces the usual mortar condition for elliptic problems, and allows non-matching grids at the subdomain interfaces. To cite this article: Y. Bourgault, A. El Boukili, C. R. Acad. Sci. Paris, Ser. I 338 (2004).