Stokes问题的变网格非协调有限元法

众所周知,由于LBB条件的限制,用非协调元格式求解速度—压力型的Stokes问题具有构造简单,计算经济和误差阶匹配等优点而在实际计算中经常被采用。用非协调格式处理Stokes问题首先是由Crouzeix-Raviart提出来的,他们采用分片线性三中点三角元这一非协调元作为速度逼近空间,用分片常数有限元空间作为压力逼近空间(即C—R格式),得     

Navier—Stokes方程的变网格非协调有限元法

本文通过所谓的速度－压力型公式讨论了Ｎａｖｉｅｒ－Ｓｔｏｋｅｓ方程的变网格非协调有限元逼近，得到了在模意义下的速度，压力误差估计，且在一定条件下，某些误差估计能达到最优。     

非定常Stokes问题的矩形Crouzeix-Raviart型各向异性非协调元变网格方法

该文给出了关于速度-压力型非定常Stokes问题的一个 矩形 Crouzeix-Raviart 型各向异性非协调有限元的变网格逼近格式.并用一些新的技巧和方法导出了各向异性网格下的有关速度和压力的最优误差估计.     

一类抛物型变分不等式的有限元近似收敛估计

本文讨论了一类抛物型变分不等式的近似收敛问题．对有限元离散中引起较大误差的质量矩阵,采用了近似形式的集总质量矩阵来代替,时间项采用向后差分,得到了一个隐式的计算格式,证明了计算格式的收敛性及其收敛速度估计．文末给出了数值算例．     

非定常不可压缩Navier-Stokes方程的旋度形式压力校正格式分析

将求解不可压缩流动的旋度形式压力校正格式从Stokes方程延拓到非定常不可压缩Navier-Stokes方程.在第一步需要求解一个线性的对流-扩散方程,在第二步求解一个Stokes问题.首先给出格式的稳定性分析,然后采用P_2—P_1元分别使用标准形式的压力校正格式和旋度形式的压力校正格式进行了数值模拟,模拟结果表明,对于速度的L~2,H~1误差,两种格式几乎一样,对于压力的L~2误差,旋度形式的压力校正格式略有改进.     

关于“交错网格紧致差分格式和满足等价性的压力Poisson方程”一文的两点说明

“交错网格紧致差分格式和满足等价性的压力Poisson方程”（19：1（1997），83－90）作者注：1．四阶格式要求边条件至少三阶精度．而（2．13）只有二阶精度，要得到三阶，我们可以象（2．14）那样，在（2．13）左端加2．为了保证四阶Runge－Kutta方法（对非定常边条件）的精度，我们将在下一文中用如下中间层边条件，其中见（2．17）．##F56关于“交错网格紧致差分格式和满足等价性的压力Poisson方程”一文的两点说明@于欣$中国科学院力学研究所     

一个第二类变分不等式的有限元逼近

本短文讨论下述第二类变分不等式（见 ［２, ４］）的有限元逼近及其误差分析：其中是平面凸多边形区域的的边界, 且而 ． 诸如热量控制问题,流体通过半可透性壁的扩散问题以及简化库仑摩擦接触问题的正则化方法等均可归为上述变分不等式（１）（见［２,３］）．在文［２］中给出了上述变分不等式的有限元逼近格式,作出了收敛性分析及误差估计．本文的目的是进一步用数值积分简化上述有限元逼近格式并改进原有的估计误差． 设Ｔｈ是的拟一致三角形部分,Ｖｈ是对应的线性元空间,且使得ｖｈ＝０在上．［２］中用数值积分代替其中 Ｍｉ…     

Navier－Stokes方程的变网格非协调有限元法

本文通过所谓的速度－压力型公式讨论了Ｎａｖｉｅｒ－Ｓｔｏｋｅｓ方程的变网格非协调有限元逼近，得到了在确定模意义下的速度、压力误差估计，且在一定条件下，某些误差估计能达到最优。     

非定常线性化Navier-Stokes方程的非协调流线扩散有限元法分析

对非定常线性化Navier-Stokes方程提出了非协调流线扩散有限元方法．用向后Euler格式离散时间,用流线扩散法处理扩散项带来的非稳定性．速度采用不连续的分片线性逼近,压力采用分片常数逼近．得到了离散解的存在唯一性以及在一定范数意义下离散解的稳定性和误差估计．     

非线性Schroedinger方程的高精度守恒差分格式

本文首先分析线性Schroedinger方程一种高阶差分格式的构造方法，得到方程的耗散项．在此基础上对三次非线性Schroedinger方程，提出了一种精度为O(r^2 h^2)的差分格式，证明了该格式保持了连续方程的两个守恒量，且是收敛的与稳定的．并通过数值例子与已有隐格式进行了比较，结果表明，本文格式在计算量类似的情况下，提高了数值精度．     

A NEW NONCONFORMING MIXED FINITE ELEMENT SCHEME FOR THE STATIONARY NAVIER-STOKES EQUATIONS

In this article, a new stable nonconforming mixed finite element scheme is proposed for the stationary Navier-Stokes equations, in which a new low order CrouzeixRaviart type nonconforming rectangular element is taken for approximating space for the velocity and the piecewise constant element for the pressure. The optimal order error estimates for the approximation of both the velocity and the pressure in L2-norm are established, as well as one in broken H1-norm for the velocity. Numerical experiments are given which are consistent with our theoretical analysis.     

An Error Analysis of Discontinuous Finite Element Methods for the Optimal Control Problems Governed by Stokes Equation

In this article, an abstract framework for the error analysis of discontinuous finite element method is developed for the distributed and Neumann boundary control problems governed by the stationary Stokes equation with control constraints. A priori error estimates of optimal order are derived for velocity and pressure in the energy norm and the L²-norm, respectively. Moreover, a reliable and efficient a posteriori error estimator is derived. The results are applicable to a variety of problems just under the minimal regularity possessed by the well-posedness of the problem. In particular, we consider the abstract results with suitable stable pairs of velocity and pressure spaces like as the lowest-order Crouzeix–Raviart finite element and piecewise constant spaces, piecewise linear and constant finite element spaces. The theoretical results are illustrated by the numerical experiments.     

Nonconforming mixed finite element approximation to the stationary Navier-Stokes equations on anisotropic meshes

The main aim of this paper is to study the error estimates of a rectangular nonconforming finite element for the stationary Navier-Stokes equations under anisotropic meshes. That is, the nonconforming rectangular element is taken as approximation space for the velocity and the piecewise constant element for the pressure. The convergence analysis is presented and the optimal error estimates both in a broken H¹-norm for the velocity and in an L²-norm for the pressure are derived on anisotropic meshes.     

A Second Order Nonconforming Triangular Mixed Finite Element Scheme for the Stationary Navier-Stokes Equations

In this paper,a nonconforming triangular mixed finite element scheme with second order convergence behavior is proposed for the stationary Navier-Stokes equations.The new nonconforming triangular element is taken as approximation space for the velocity and the linear element for the pressure.The convergence analysis is presented and optimal error estimates of both broken H1-norm and L2-norm for velocity as well as the L2-norm for the pressure are derived.     

定常Navier-Stokes方程的一个二阶非协调三角型混合元格式（英文）

In this paper, a nonconforming triangular mixed finite element scheme with second order convergence behavior is proposed for the stationary Navier-Stokes equations.The new nonconforming triangular element is taken as approximation space for the velocity and the linear element for the pressure. The convergence analysis is presented and optimal error estimates of both broken H~1-norm and L~2-norm for velocity as well as the L~2-norm for the pressure are derived.     

The Crouzeix-Raviart type nonconforming finite element method for the nonstationary Navier-Stokes equations on anisotropic meshes

This paper is devoted to study the Crouzeix-Raviart （C-R） type nonconforming linear triangular finite element method （FEM） for the nonstationary Navier-Stokes equations on anisotropic meshes. By intro- ducing auxiliary finite element spaces, the error estimates for the velocity in the L2-norm and energy norm, as well as for the pressure in the L2-norm are derived.     

ERROR ESTIMATES FOR SPARSE OPTIMAL CONTROL PROBLEMS BY PIECEWISE LINEAR FINITE ELEMENT APPROXIMATION

Optimization problems with L¹-control cost functional subject to an elliptic partial differential equation(PDE)are considered.However,different from the finite dimensiona l¹-regularization optimization,the resulting discretized L¹norm does not have a decoupled form when the standard piecewise linear finite element is employed to discretize the continuous problem.A common approach to overcome this difficulty is employing a nodal quadrature formula to approximately discretize the L¹-norm.In this paper,a new discretized scheme for the L¹-norm is presented.Compared to the new discretized scheme for L¹-norm with the nodal quadrature formula,the advantages of our new discretized scheme can be demonstrated in terms of the order of approximation.Moreover,finite element error estimates results for the primal problem with the new discretized scheme for the L¹-norm are provided,which confirms that this approximation scheme will not change the order of error estimates.To solve the new discretized problem,a symmetric Gauss-Seidel based majorized accelerated block coordinate descent(sGS-mABCD)method is introduced to solve it via its dual.The proposed sGS-mABCD algorithm is illustrated at two numerical examples.Numerical results not only confirm the finite element error estimates,but also show that our proposed algorithm is efficient.     

Optimal convergence analysis of an immersed interface finite element method

We analyze an immersed interface finite element method based on linear polynomials on noninterface triangular elements and piecewise linear polynomials on interface triangular elements. The flux jump condition is weakly enforced on the smooth interface. Optimal error estimates are derived in the broken H ¹-norm and L ²-norm.     

Analysis on a Finite Volume Element Method for Stokes Problems

Finite volume element method for the Stokes problem is considered. We use a conforming piecewise linear function on a fine grid for velocity and piecewise constant element on a coarse grid for pressure. For general triangulation we prove the equivalence of the finite volume element method and a saddle-point problem, the inf-sup condition and the uniqueness of the approximation solution. We also give the optimal order H^1 norm error estimate. For two widely used dual meshes we give the L^2 norm error estimates, which is optimal in one case and quasi-optimal in another ease. Finally we give a numerical example.