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arXiv math/0505110math.NAcs.NA
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一般二维或三维网格上不可压缩Navier-Stokes方程的并置有限体积格式的收敛性分析

Convergence analysis of a colocated finite volume scheme for the incompressible Navier-Stokes equations on general 2 or 3D meshes

Robert Eymard, Raphaele Herbin, Jean-Claude Latché

AI总结:

针对一般二维或三维网格上的不可压缩Navier-Stokes方程,提出一种并置单元中心有限体积格式,通过Brezzi-Pitkäranta型稳定化技术,证明其无条件稳定,并在Stokes问题、稳态和瞬态Navier-Stokes方程中收敛。

摘要:

我们研究了一种并置单元中心有限体积方法,用于逼近定义在二维或三维有限域上的不可压缩Navier-Stokes方程。离散未知量是速度分量和压力,它们都并置于同一网格的单元中心;因此需要稳定化技术,我们选择Brezzi-Pitkäranta型。该格式具有两个基本性质:离散梯度是散度项的转置,且与非线性对流项相关的离散三线性形式在离散散度自由速度场上为零。因此,该格式被证明对于Stokes问题、稳态和瞬态Navier-Stokes方程是无条件稳定且收敛的。对于后者,给定一系列网格尺寸趋于零的近似解序列,我们证明(在子序列意义下)速度分量的$L^2$收敛,并且在稳态情形下,压力的弱$L^2$收敛。证明依赖于近似解的空间和时间平移的研究,从而可以应用Kolmogorov定理。然后证明该子序列的极限是Navier-Stokes方程的弱解。通过数值算例获得了线性和非线性情况下的数值收敛阶。

英文摘要:

We study a colocated cell centered finite volume method for the approximation of the incompressible Navier-Stokes equations posed on a 2D or 3D finite domain. The discrete unknowns are the components of the velocity and the pressures, all of them colocated at the center of the cells of a unique mesh; hence the need for a stabilization technique, which we choose of the Brezzi-Pitkäranta type. The scheme features two essential properties: the discrete gradient is the transposed of the divergence terms and the discrete trilinear form associated to nonlinear advective terms vanishes on discrete divergence free velocity fields. As a consequence, the scheme is proved to be unconditionally stable and convergent for the Stokes problem, the steady and the transient Navier-Stokes equations. In this latter case, for a given sequence of approximate solutions computed on meshes the size of which tends to zero, we prove, up to a subsequence, the $L^2$-convergence of the components of the velocity, and, in the steady case, the weak $L^2$-convergence of the pressure. The proof relies on the study of space and time translates of approximate solutions, which allows the application of Kolmogorov's theorem. The limit of this subsequence is then shown to be a weak solution of the Navier-Stokes equations. Numerical examples are performed to obtain numerical convergence rates in both the linear and the nonlinear case.

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