Abstract and Applied Analysis

Abstract and Applied Analysis / 2014 / Article

Research Article | Open Access

Volume 2014 |Article ID 474160 | https://doi.org/10.1155/2014/474160

Rong An, Xian Wang, "Two-Level Brezzi-Pitkäranta Discretization Method Based on Newton Iteration for Navier-Stokes Equations with Friction Boundary Conditions", Abstract and Applied Analysis, vol. 2014, Article ID 474160, 14 pages, 2014. https://doi.org/10.1155/2014/474160

Two-Level Brezzi-Pitkäranta Discretization Method Based on Newton Iteration for Navier-Stokes Equations with Friction Boundary Conditions

Academic Editor: Grzegorz Lukaszewicz
Received09 Dec 2013
Revised06 Feb 2014
Accepted06 Feb 2014
Published19 Mar 2014

Abstract

We present a new stabilized finite element method for Navier-Stokes equations with friction slip boundary conditions based on Brezzi-Pitkäranta stabilized method. The stability and error estimates of numerical solutions in some norms are derived for standard one-level method. Combining the techniques of two-level discretization method, we propose two-level Newton iteration method and show the stability and error estimate. Finally, the numerical experiments are given to support the theoretical results and to check the efficiency of this two-level iteration method.

1. Introduction

Consider the steady incompressible flows governed by the following steady incompressible Navier-Stokes equations Here ia a bounded domain and is assumed to have Lipschitz continuous boundary . denotes the velocity vector of the flows, denotes the pressure, and denote the body force vector. The constant is the viscous coefficient. The solenoidal condition indicates that the flows are incompressible.

In this paper, we consider the following friction slip boundary conditions: where . is a scalar function. and are the normal and tangential components of the velocity. , independent of , is the tangential components of the stress vector which is defined by with . The set defined in next section denotes a subdifferential set of the function at .

Navier-Stokes equations (1) with friction boundary conditions (2) are introduced by Fujita [1] to describe some problems in hydrodynamics. Subsequently, some well-posedness problems about the solutions to the steady and nonstationary problems are studied by many scholars, such as Fujita [24], Y. Li and K. Li [5, 6], Saito and Fujita [7], Saito [8], and references cited therein.

Compared with Navier-Stokes equations with homogeneous Dirichlet boundary conditions, the variational formulation of the problem (1) and (2) is the variational inequality problem of the second kind. There exist some references about the finite element methods for solving the numerical solution of the problem (1) and (2). For example, using element, Ayadi et al. studied the finite element approximation for Stokes problem and the error estimate derived is suboptimal [9]. Kashiwabara obtained the optimal error estimate by defining the different numerical integration of the nondifferential term on the boundary corresponding to the different finite element pairs [10, 11]. Djoko and Mbehou studied the direct finite element approximation for steady Stokes problem [12] and the fully discretization scheme for nonstationary Stokes problem [13]. Li and An discussed the penalty and stabilized finite element approximation and corresponding two-level methods for the steady Navier-Stokes equations [1416]. From the computational cost point of view, the element is of practical importance in scientific computation with the lower computational cost. Therefore, much attention has been attracted for simulating the incompressible flows. Y. Li and K. Li [17] applied the pressure projection stabilized method to solving the numerical solution of the problem (1) and (2). Subsequently, An and his collaborates studied the corresponding two-level Stokes/Oseen/Newton iteration methods [18, 19], from which we observe that if the coarse mesh and the fine mesh are selected appropriately, then two-level iteration methods provide the same convergence rate as the standard one-level method. Moreover, CPU time can be largely saved.

On the other hand, in computational fluid dynamics, it is very important in searching the appropriate mixed finite element approximation to solve the numerical solutions of the problem (1) quickly and efficiently. Generally, the selected finite element spaces are required to satisfy the discrete inf-sup condition, such as the finite element space constructed by Taylor-Hood element ( pair). However, from the computational cost point of view, the pair is of practical importance in scientific computation with the lower computational cost than the pair. Therefore, much attention has been attracted by the pair for simulating the incompressible flow. But the discrete inf-sup condition does not hold for pair. A usual technique is to introduce the stabilized term in the finite element variational equation. There exist many stabilized methods, such as Brezzi-Pitkäranta stabilized method [20], locally stabilized method [21, 22], pressure stabilized method [23], stream upwind Petrov-Galerkin method [24], Douglas-Wang absolutely stabilized method [25], pressure projection stabilized method [26, 27], and references cited therein. Most of these stabilized methods necessarily introduce the stabilized parameters and are conditionally stable.

In this paper, we combine the Brezzi-Pitkäranta stabilized method [20], which is unconditionally stable [28], with two-level discretization technique to approximate the problem (1) and (2) under a uniqueness condition. Two-level discretization method has become a powerful tool in solving nonlinear partial differential equations. The basic idea is to capture “large eddies” by computing the initial approximation on the coarse mesh and then to obtain the fine approximation by solving a linearized problem corresponding to nonlinear partial differential equations on the fine mesh. More details can be referred to the works of Xu [29, 30]. Since the variational formulation of the problem (1) and (2) is of the form of variational inequality, in this paper, we solve nonlinear Navier-Stokes type variational inequality problem on the coarse mesh with mesh size and solve a linearized Navier-Stokes type variational inequality problem corresponding to Newton iteration method on the fine mesh with mesh size . Denote the finite element approximation solution on the fine mesh. If we suppose that the solution to the problem (1) and (2) belongs to , then the error estimate derived is where is independent of and and the norms and are defined in next section. Thus, we show that if , then two-level method proposed in this paper provides the same convergence order as the usual one-level method.

This paper is organized as follows. In Section 2, we introduce some function spaces and some theoretical results about the problem (1) and (2). In Section 3, the Brezzi-Pitkäranta stabilized finite element approximation will be applied and the error estimates about the velocity in -norm and the pressure in -norm are derived. In Section 4, the two-level Newton iteration method is proposed and the error estimate (3) is shown. In Section 5, we give the program implementation to solve the subproblems in two-level method based on Uzawa iteration. In final section, the numerical experiments are displayed to support the theoretical results.

In what follows, we employ the standard notation and , , for the Sobolev spaces of all functions having square integrable derivatives up to order in and the standard Sobolev norm. In particular for , we write and instead of and , respectively. We use the boldface Sobolev spaces and to denote the vector Sobolev spaces and , respectively. Throughout this paper, the symbol always denotes some positive constant which is independent of the mesh parameter and can be a different constant even in the same formulation.

First, we recall the definition of the subdifferential set. Let be a given function which is of convexity and weak semicontinuity from below. The set is a subdifferential of the function at if and only if

For the mathematical setting, we introduce the following function spaces usually used in this paper: We define the norm in by Then is equivalent to the standard Sobolev norm due to Poincaré inequality.

We also introduce the following continuous bilinear forms and on and , respectively, by and a trilinear form on by It is well known that from Korn's inequality that where and both are some positive constants. Moreover, it is easy to check that this trilinear form satisfies the following important properties [31, 32]: for all and for all , where depends only on .

Given and with on , based on the above notations, the variational formulation of the problem (1) and (2) reads as follows: find such that for all with , which is the variational inequality problem of the second kind with Navier-Stokes operator and is called Navier-Stokes type variational inequality problem. Moreover, the variational inequality problem (13) is equivalent to the following: find such that for all , which is from the inf-sup condition derived by Saito [8].

Now we recall the existence and uniqueness result about the solution to the problem (14) under the uniqueness condition (15), which has been shown by Y. Li and K. Li [17].

Theorem 1. If the following uniqueness condition holds: then the variational inequality problem (14) admits a unique solution with where satisfies

3. Stabilized Finite Element Approximation

In this section, we assume that is a convex polygon. Let be a quasiuniform family of triangular partition of . The corresponding ordered triangles are denoted by . Let , , and . For every , let denote the space of the polynomials on of degree at most . The finite element spaces and are constructed by Then the Brezzi-Pitkäranta stabilized finite element approximation formulation of the problem (13) reads as follows: find such that for all with the stable parameter , where the stabilized term on is defined by Define a mesh-dependent norm on by Then, it holds that for all and which has been shown by Latché and Vola [33]. Moreover, also is defined for any couple of functions and satisfies

Now, we introduce a generalized bilinear form on by Then, in this case, the discrete problem (19) can be rewritten as follows: From the classical result for variational inequality problem of the second kind in finite dimension [34], it is easy to show, under the uniqueness condition (15), the problem (25) admits a unique solution with

To obtain the existence and uniqueness of the solution to the problem (25), we recall the stable result shown in [28]; that is, there exists some positive such that

Define the following Galerkin projection operators and defined by for each and all . It is obvious that Moreover, the following approximation properties about the Galerkin projection operators and have been derived in [28]: for any and . In terms of the trace inequality , there holds

Based on the above assumptions and notations, the and error estimates for the velocity and pressure in one-level finite element approximation (25) are derived.

Theorem 2. Under the uniqueness condition (15), suppose that and are the solutions to the problems (13) and (25), respectively; then, one has the following error estimate:

Proof. It follows from (24) that Taking and in the first inequality of (13) and adding them yielded Substituting the above inequality into (33), we obtain
From Hölder inequality and Young inequality, can be estimated by Similarly, and satisfy where we use the inequality (22). We rewrite as Then from (11), (16), and (26), it is estimated by It follows from triangular inequality that satisfies Finally, we estimate by Substituting (36)–(41) into (35), we get which together with (23), (30), (31), and triangular inequality shows Next, we give the error estimate for the pressure. We rewrite (13) as For all and , taking and in (44) and (19), respectively, and subtracting them yielded Then in terms of the stable result (27), there holds It follows from (11), (16), (23), (26), (30), (43), and inverse inequality that Thus, we get from (46) and triangular inequality that

4. Two-Level Newton Iteration Method

In this section, based on Brezzi-Pitkäranta stabilized finite element approximation, the two-level Newton iteration methods for (13) are proposed. From now on, and with are two real positive parameter. The coarse mesh triangulation is made as like in Section 3. And a fine mesh triangulation is generated by a mesh refinement process to . The finite element space pairs and corresponding to the triangulations and , respectively, are constructed as in Section 3. With the above notations, we propose the following two-level Newton iteration scheme.

Step 1. We solve the problem (25) on the coarse mesh; that is, find such that for all

Step 2. We solve a linearized Navier-Stokes type variational inequality problem according to Newton iteration on the fine mesh; that is, find such that for all
In this section, we will assume that the following stable condition holds: In this case, the problem (49) exists a unique solution with Taking and in (50), respectively, it yields Then from (11) and (52), the left-hand side of (53) satisfies which implies that the problem (50) admits a unique solution . Moreover, it is easy to check that satisfies On the other hand, according to Theorem 2, the finite element approximation solution on the coarse mesh satisfies the following error estimate:
The error estimate for the two-level Newton iteration scheme is derived in the following theorem.

Theorem 3. Under the stable condition (51), suppose that and are the solutions to the problems (13) and (50), respectively; then, for sufficiently small , one has the following error estimate:

Proof. Proceeding as in the proof of Theorem 2, we have
Moreover, the terms can be estimated, respectively, by
Since can be rewritten as then from (11), (16), (55), and (56), all terms in the right-hand side of (60) are estimated, respectively, by where we use under the condition (51) and Combining (59)–(62) with (58), for sufficiently small such that , we get Thus, we obtain from triangular inequality and (30), (31), and (56) that Next, we show the error estimate for the pressure. For all and , taking and in (44) and (50), respectively, and subtracting them yielded Since there holds then it is easy to show that where we use (27) and (65). Therefore, the estimates (30), (56), and (64) imply that

5. Program Implementation

Since the subproblems (49) and (50) in two-level Newton iteration method both are nonlinear variational inequality problems, then the appropriate numerical iteration schemes are required. Here, we use Uzawa iteration method discussed by Y. Li and K. Li in [35], which is based on the following equivalence relationship. It is easy to show that Navier-Stokes type variational inequality problem (13) is equivalent to the following variational equation: where Then we use the following Uzawa iteration scheme to solve two-level Newton iteration scheme (49) and (50).

Step 1. Denote . and then we solve and with on the coarse mesh by where