Abstract
Based on two-grid discretizations, some local and parallel stabilized finite element methods are proposed and investigated for the Stokes problem in this paper. For the finite element discretization, the lowest equal-order finite element pairs are chosen to circumvent the discrete inf-sup condition. In these algorithms, we derive the low-frequency components of the solution for the Stokes problem on a coarse grid and catch the high-frequency components on a fine grid using some local and parallel procedures. Optimal error bounds are demonstrated and some numerical experiments are carried out to support theoretical results.
Similar content being viewed by others
Avoid common mistakes on your manuscript.
1 Introduction
It is significant but challenging to simulate the motion of the incompressible flow, such as the Stokes problem. It is well known that the inf-sup condition should be satisfied to guarantee the compatibility of the component approximations of the velocity and pressure. Generally speaking, to ensure the inf-sup condition, different spaces for the velocity and pressure are in general considered and investigated in the last decades [20, 33, 36, 40]. Due to the fact that the lowest equal-order finite element pairs are high efficient and convenient for computing, especially in a multigrid context and parallel processing, it is essential to develop some efficient and stable schemes based on the lowest equal-order finite element pairs to study the incompressible flow. On the other hand, the lowest equal-order finite element pairs do not satisfy the inf-sup condition, which usually results in nonphysical pressure oscillations in the numerical simulation. Consequently, there have been lots of works [6,7,8, 22, 23, 32, 37,38,39, 46] associated with stabilization of the lowest equal-order finite element pairs. The crucial idea of such stabilized schemes is changing the finite element discrete system in order to avoid the inf-sup condition.
As we know, simulation of the incompressible flow often results in large-scale computation needing large computing resources that may only be supported by high-performance parallel computers. Thereby, it is important to devise some parallel algorithms which could be implemented efficiently. In this paper, we focus on developing some local and parallel stabilized finite element methods based on two-grid discretizations for the Stokes problem. Algorithms are motivated by the observation that for a solution of the Stokes problem, low-frequency components could be derived by a relatively coarse grid and high-frequency components could be caught on a fine grid by some local and parallel procedures. This type parallel strategy was firstly proposed by Xu and Zhou for linear and nonlinear elliptic boundary value problems [43, 44], then it was applied for the Stokes problem [20, 21, 33, 36, 45], the Navier-Stokes problem [13, 19, 30, 31, 34, 42], the mixed Stokes-Darcy model [14, 15], the mixed Navier-Stokes-Darcy problem [11, 12, 41], the MHD problem [9, 10, 49], and others [3, 26]. The main superiority of this type parallel strategy is that once the coarse approximation is derived, it requires no data exchange among processors, which makes this method easy to implement with a low communication cost. This is appealing to avoid too much communication cost in today’s distributed memory parallel computers.
In this paper, we will consider the lowest equal-order finite element pairs to approximate the velocity and pressure. To offset the lack of discrete inf-sup condition, a local pressure-projection stabilized method based on two local Gauss integrations technique presented in [46] is chosen. This stabilized method has many attractive features, such as the unconditional stability. Firstly, we present and study a local algorithm, then we straightforward generalize this local algorithm to some parallel algorithms. However, the numerical solution by the local and parallel stabilized algorithm is global discontinuous. To improve this algorithm, we study on two steps, introducing the partition of unity and adding a coarse mesh correction. Together with the partition of unity technique, the global continuous solution is derived. Furthermore, constructing a coarse mesh correction could improve the smoothness of the numerical solution. Finally, for these proposed algorithms, optimal error bounds are given, and some numerical experiments are presented to support the theoretical findings.
We organize this paper as follows. In the following section, the Stokes problem is introduced and some preliminaries are presented. In Section 3, we present and analyze some local and parallel stabilized finite element methods. In Section 4, some numerical examples are reported to demonstrate the feasibility and effectiveness of the proposed algorithms.
2 The Stokes model
In this paper, the standard notations for Sobolev space Wm,p(Ω)d (d = 2,3) and corresponding norm ∥⋅∥m,p,Ω used in [1] will be inherited. For p = 2, we denote Hs(Ω)d = Wm,2(Ω)d, thus the norm can be written as \(\|\cdot \|_{s,{\Omega }}=\|\cdot \|_{H^{s}({\Omega })}\). For m = 0, we denote Lp(Ω)d = W0,p(Ω)d and \(\|\cdot \|_{0,{\Omega }}=\|\cdot \|_{L^{2}({\Omega })}\) when p = 2. The space H− 1(Ω)d with its dual space \({H^{1}_{0}}({\Omega })^{d}\), and its corresponding norm ∥⋅∥− 1,Ω will be used.
Let Ω be a bounded domain in \(\mathbb {R}^{d}~(d=2,3)\). The Stokes model we consider in this paper is
where u denotes the fluid velocity, p denotes the fluid pressure, ν is the kinematic viscosity, and f is the source term.
Define the following spaces as
The weak formulation of (2.1) is to seek a pair of [u,p] ∈ X × Q such that
where
and (⋅,⋅) represents the standard inner-product in L2(Ω).
For the bilinear forms, the following continuous properties hold
where the letter c is a generic positive constant which is independent of the mesh size and may stand for different values at different places. For convenience, hereafter we shall use \(x\lesssim y\) to denote x ≤ cy in the rest of the paper.
Assume the domain Ω be regular enough such that the unique solution [w,r] ∈ X × Q satisfies the following steady Stokes system
where g ∈ L2(Ω)d, then there exists
Assume that τh = {K} is the triangulation of the domain Ω. Let \(h=\max \limits _{K\in \tau _{h}}\text {diam}(K)=\) the longest edge of \(\overline {K}\) denote the size of mesh. Define the following finite spaces as
where P1(K) denotes the space of piecewise linear polynomial on the element K. Furthermore, we set
Since we choose the lowest equal-order element pairs to approximate the fluid velocity and the pressure, respectively, the well-known inf-sup condition is not established any more. To solve this problem, a stabilized term is introduced as that in [46]. The L2-projection is defined as \({\Pi }:X\rightarrow R_{0}\) with R0 is the space of piecewise constant on the element K, which has the following properties
Define the stabilized term as
where \({\int \limits }_{K,i}\cdot dx\) represents the local Gauss integral in the element K with the polynomials degree i, i = 1,2, α is the stabilization parameter satisfies 0 < α < 1.
With this representation, the stabilized finite element approximation for the Stokes problem is described as follows: Find \([{u_{h}},p_{h}]\in {X_{h}^{0}}({\Omega })\times {Q_{h}^{0}}({\Omega })\) such that
For the sake of simplicity, we set
it leads to
For the problem (2.8), its well-posedness could be found in [22], and there exist the prior error estimates for the stabilized approximate solutions [46]
Lemma 2.1
For the bilinear form \({\mathscr{B}}\), there hold
where \({\left \vert \kern -0.25ex\left \vert \kern -0.25ex\left \vert {[u,p]} \right \vert \kern -0.25ex\right \vert \kern -0.25ex\right \vert }_{\Omega }=\|u\|_{1,{\Omega }}+\|p\|_{0,{\Omega }}.\)
3 Local and parallel stabilized finite element methods
In this section, we shall propose some local and parallel stabilized finite element methods based on two-grid discretizations for the Stokes system. Firstly, we study on a local algorithm, then we generalize it to some parallel algorithms. The corresponding error estimates are obtained subsequently.
3.1 Local algorithm
To describe the following algorithm, we shall introduce some useful notations. Let H denote the size of coarse mesh, and h denotes the size of fine mesh such that h ≪ H. For a subdomain D, we enlarge it to Ω0 such that D ⊂⊂Ω0 ⊂⊂Ω (for D ⊂ G ⊂Ω, D ⊂⊂ G is used to mean that dist(∂D∖∂Ω,∂G∖∂Ω) > 0). We assume that Ω0 aligns with τH(Ω), τh(Ω0) is a regular triangulation on Ω0. For a global regular triangulation τh(Ω) that aligns with τH(Ω), we set \(\tau _{h}({\Omega }_{0})=\tau _{h}({\Omega })|_{{\Omega }_{0}}\). Similarly, we could define \(X_{h}({\Omega }_{0}), Q_{h}({\Omega }_{0}), {X_{h}^{0}}({\Omega }_{0}), {Q_{h}^{0}}({\Omega }_{0})\) on τh(Ω0).
Algorithm 0
Step 1. Seek a global coarse solution \([ {u_H},p_H]\in X^0_H({\Omega })\times Q^0_H({\Omega })\) such that
Step 2. Correct a local fine grid residual \([ {e_h},\epsilon _h]\in X^0_h({\Omega }_0)\times Q^0_h({\Omega }_0)\) such that
Step 3. Set [uh,ph] = [uH + eh,pH + 𝜖h] in D.
For the error estimates of approximate solution, we now describe local a prior estimate for problem (2.9) directly. The reader is referred to [46] for the proof.
Lemma 3.1
Assume D ⊂⊂Ω0 ⊂Ω, \(\alpha =\mathcal {O}(h)\), for the solution [wh,rh] ∈ Xh(Ω) × Qh(Ω), g ∈ H− 1(Ω)d satisfying
then there holds
Theorem 3.1
Assume that [uh,ph] is the solution obtained by Algorithm 0, then there holds
Proof.
With a simple calculation, we have the following equation of the local algorithm
Subtracting (3.2) from (2.9) results in
Thanks to Lemma 3.1, we get
To estimate \(\| {e_{h}}\|_{0,{\Omega }_{0}}\) and \(\|\epsilon _{h}\|_{-1,{\Omega }_{0}}\), we introduce a dual Stokes problem as follows. Find \([ {w},r]\in ({H_{0}^{1}}({\Omega }_{0})^{d}\cap H^{2}({\Omega }_{0})^{d})\times ({L_{0}^{2}}({\Omega }_{0})\cap H^{1}({\Omega }_{0}))\), for \([ {g},\rho ]\in L^{2}({\Omega }_{0})^{d}\times ({L_{0}^{2}}({\Omega }_{0})\cap H^{1}({\Omega }_{0}))\) such that
Based on the regularity of triangulation, we obtain
The standard finite element method for the dual Stokes (3.5) is to find \([ {w_{\mu }},r_{\mu }]\in X_{\mu }^{0}({\Omega }_{0})\times Q_{\mu }^{0}({\Omega }_{0})~(\mu =h, H)\) such that
Combining (3.5) with (3.7) yields
Based on (2.10) and (3.6), we have
From (2.9), for \([{u_{\mu }},p_{\mu }]\in X_{\mu }^{0}({\Omega }_{0})\times Q_{\mu }^{0}({\Omega }_{0})\), \(\forall [ {w_{H}},r_{H}]\in {X_{H}^{0}}({\Omega }_{0})\times {Q_{H}^{0}}({\Omega }_{0})\), it is easy to verify that
Set [v,q] = [eh,𝜖h] in (3.5), together with (3.3), (3.8), and (3.10), we get
From (2.10) and (3.9), there holds
which leads to
Therefore, we get
Using the triangle inequality and (2.10), (3.1) is obtained.
3.2 Parallel algorithms
To introduce some parallel algorithms, we divide the domain Ω into a series of disjoint subdomains Di,i = 1,2,…,m, then we enlarge every Di to Ωi such that Di ⊂⊂Ωi. For each Ωi, we assume that it aligns with τH(Ω).
Algorithm 1
Step 1. Seek a global coarse solution \([ {u_H},p_H]\in X^0_H({\Omega })\times Q^0_H({\Omega })\) such that
Step 2. Correct local fine grid residuals \([ {e^i_h},\epsilon ^i_h]\in X^0_h({\Omega }_i)\times Q^0_h({\Omega }_i), i=1,2,\ldots ,m,\) such that
Step 3. Set \([ {u^h},p^h]=[ {u_H}+ {e^i_h},p_H+\epsilon ^i_h]\) in Di.
Define the following piecewise norms as
From what have been discussed above, we may easily get the following error estimate.
Theorem 3.2
Assume that [uh,ph] is the solution obtained by Algorithm 1, then we obtain the following inequality
Proof.
From Theorem 3.1, we have
Based on the definition of the piecewise norms, (3.11) is derived.
However, it is obvious that the numerical solution by Algorithm 1 is global discontinuous since it is piecewise defined. In the following, by introducing the partition of unity method, we derive a global continuous solution. Suppose that \(\{{\Omega }_{i}\}_{i=1}^{m}\) is the open cover of Ω, \(\{\phi _{i}\}_{i=1}^{m}\) is the partition of unity subordinate to \(\{{\Omega }_{i}\}_{i=1}^{m}\) which satisfies
To construct a partition of unity, we need to get a regular triangulation \(\tau _{h_{p}}\). For convenience, we fix hp such that h < H ≤ hp, and hp is independent of h, H. The choice for partition of unity functions is arbitrary, and we fix it as a continuous and piecewise linear Lagrange basis function which satisfies \(\phi _{i}(x_{j})=\delta _{i,j},~\forall x_{j}\in \tau _{h_{p}}\) in this paper.
Algorithm 2
Step 1. Seek a global coarse solution \([ {u_H},p_H]\in X^0_H({\Omega })\times Q^0_H({\Omega })\) such that
Step 2. Correct local fine grid residuals \([ {{e}^i_h},{\epsilon }^i_h]\in X^0_h({\Omega }_i)\times Q^0_h({\Omega }_i), i=1,2,...,m,\) such that
Step 3. Set \([ {{u}_i^h},{p}_i^h]=[ {u_H}+ {{e}^i_h},p_H+{\epsilon }^i_h]\) in Ωi.
Step 4. Derive the global continuous solution as
Step 5. Seek a coarse grid correction \([{e}_H,{\epsilon }_H]\in X^0_H({\Omega })\times Q^0_H({\Omega })\) satisfying
Step 6. Obtain the final approximate solution
Theorem 3.3
Assume that \([ {\tilde {u}^{h}},\tilde {p}^{h}]\in {X_{h}^{0}}({\Omega })\times {Q_{h}^{0}}({\Omega })\) is the solution obtained by Step 1 to Step 4 of Algorithm 2, then
Proof.
It is obvious that
Therefore, we have
Combining the triangle inequality with (2.10) yields
We finish the proof.
Theorem 3.4
Assume that \([{{u_{H}^{h}}},{p_{H}^{h}}]\in {X_{h}^{0}}({\Omega })\times {Q_{h}^{0}}({\Omega })\) is the solution derived from Algorithm 2, then the following estimates hold
Proof.
We introduce the following projection operator \((R_{H},L_{H}):(X,Q)\rightarrow ({X_{H}^{0}},{Q_{H}^{0}})\) such that
Similar to Corollary 3.5 in [43], the property of projection operator is described as follows
From Algorithm 2, we know
Combining (3.15) with (3.17), we obtain
Taking [vh,qh] = [RHv,LHq] into (2.9), then
Together with (3.18), we obtain
Based on the triangle inequality and Theorem 3.3, there holds
From Lemma 2.1, Theorem 3.3 and (3.20), we have
With the triangle inequality and (2.10), (3.13) is derived.
To estimate \(\| {u}- {{u_{H}^{h}}}\|_{0,{\Omega }}\), for \({u_{h}}- {{u_{H}^{h}}}\in L^{2}({\Omega })\), we introduce a dual problem to find [Φ,Ψ] ∈ X × Q such that
Since the triangulation is regular, there holds
Taking \([{v},q]=[{u_{h}-{u_{H}^{h}}},p_{h}-{p_{H}^{h}}]\) into (3.21) yields
Subtracting (3.17) from (3.19), we get
Thus, together with (3.16), (3.22), and (3.23), there holds
Noting (3.13), then
Therefore, together with the triangle inequality and (2.10), we get
4 Numerical tests
This section will show some numerical tests to verify the theoretical results. The computational domain is Ω = (0,1) × (0,1), linear polynomial functions are used both for the velocity and pressure fields, and all the numerical results are derived by using the public domain software FreeFem++ [17]. We decompose Ω into four subdomains Di (i = 1,2,3,4) as follows
then we enlarge them to
We choose the continuous piecewise linear Lagrange basis functions as the partition of unity functions, which are presented in Fig. 1.
4.1 Example 1
In this example, we consider the Stokes problem (2.1) with the following exact solution
For simplicity, we set ν = 1, then the source term f can be derived.
The convergence rates in tables are obtained by
where Ei denotes the error with the mesh size hi. Choose \(H=\frac {1}{8},\frac {1}{12},\frac {1}{16},\frac {1}{20}\), h = H2, α = h, using the lowest equal-order finite element pair (P1-P1), with the uniform triangulation. For the errors of velocity in H1 norm by SFEM (stabilized finite element method), Algorithms 1, 2, we take the same mesh size h to compare these three algorithms. The results are presented in Table 1. Table 1 indicates that the convergence rates of velocity in H1 norm by SFEM, Algorithms 1, 2, all agree with theoretical analysis. Table 2 shows that the errors of pressure in L2 norm by SFEM, Algorithms 1, 2, arrive at the theoretical analysis above. In particular, we see that Algorithms 1, 2 perform better than SFEM, namely, the local and parallel algorithm is necessary and the coarse grid correction is important for the Stokes problem.
Then, we set \(H=\frac {1}{4},\frac {1}{16},\frac {1}{36},\frac {1}{64},~h^{2}=H^{3}\). From Table 3, it is easy to see that SFEM and Algorithm 2 all yield optimal convergence rates which are in accordance with theorems, namely, the convergence rate of velocity in L2 norm could arrive at \(\mathcal {O}(h^{2})\).
In order to describe visually the convergence rates of velocity and pressure obtained by SFEM, Algorithms 1, 2, the following pictures are presented. From Fig. 2(a), we notice that the convergence rates of velocity in H1 norm by all three algorithms are consistent with theoretical analysis. Figure 2(b) shows that the pressure by Algorithm 1 is better than that of SFEM which is in accord with Table 2. For Fig. 2(c), it illustrates that the convergence rate of velocity in L2 norm by Algorithm 2 is similar to that of SFEM.
Example 2.
In this example, we consider the cavity flow in [0,1] × [0,1] with different values of ν and α = h. In this square region, the exact solution is unknown with the following boundary conditions.
Set f = 0, \(h=\frac {1}{144}\), we obtain the following streamlines of velocity by SFEM, Algorithms 1, 2. From Figs. 3, 4, and 5, we can see that the streamlines of velocity obtained by three algorithms do not change much as the value of ν is taken, and the streamlines of Algorithms 1, 2 are close to those of SFEM.
Data availability
Data sharing not applicable to this article as no datasets were generated or analyzed during the current study.
References
Adams, R.: Sobolev Spaces. Academaic Press Inc, New York (1975)
Bedivan, D.M.: A two-grid method for solving elliptic problems with inhomogeneous boundary conditions. Comput. Math. Appl. 29(6), 59–66 (1995)
Bi, H., Yang, Y.D., Li, H.: Local and parallel finite element discretizations for eigenvalue problems. SIAM J. Sci. Comput. 35(6), A2575–A2597 (2013)
Bochev, P.B., Dohrmann, C.R., Gunzburger, M.D.: Stabilization of low-order mixed finite elements for the Stokes equations. SIAM J. Numer. Anal. 44(1), 82–101 (2006)
Bramble, J.H., Ewing, R.E., Parashkevov, R.R., Pasciak, J.E.: Domain decomposition methods for problems with partial refinement. SIAM J. Sci. Comput. 13(1), 397–410 (1992)
Brezzi, F., Douglas, J.: Stabilized mixed methods for the Stokes problem. Numer. Math, pp. 225–235 (1988)
Codina, R., Blasco, J.: Analysis of a pressure-stabilized finite element approximation of the stationary Navier-Stokes equations. Numer. Math. 87, 59–81 (2000)
Dohrmann, C.R., Bochev, P.B.: A stabilized finite element method for the Stokes problem based on polynomial pressure projections. Int. J. Numer. Methods. Fluids. 46(2), 183–201 (2004)
Dong, X.J., He, Y.N.: A parallel finite element method for incompressible magnetohydrodynamics equations. Appl. Math. Lett. 102, 106076 (2019)
Dong, X.J., He, Y.N., Wei, H.B., Zhang Y.H.: Local and parallel finite element algorithm based on the partition of unity method for the incompressible MHD flow. Adv. Comput. Math (2017)
Du, G.Z., Hou, Y.R., Zuo, L.Y.: Local and parallel finite element methods for the mixed Navier-Stokes/Darcy model. Int. J. Comput. Math, pp. 1155–1172 (2016)
Du, G.Z., Zuo, L.Y.: Local and parallel finite element method for the mixed Navier-Stokes/Darcy model with Beavers-Joseph interface conditions. Acta. Math. Sci. 37(05), 1331–1347 (2017)
Du, G.Z., Zuo, L.Y.: A parallel partition of unity scheme based on two-grid discretizations for the Navier-Stokes problem. J. Sci. Comput. 75(3), 1445–1462 (2018)
Du, G.Z., Zuo, L.Y.: Local and parallel finite element methods for the coupled Stokes/Darcy model. Numer. Algorithms 87, 1593–1611 (2021)
Du, G.Z., Zuo, L.Y., Zhang, Y.H.: A new local and parallel finite element method for the coupled Stokes-Darcy model. J. Sci. Comput. 90(1), 1–21 (2022)
Girault, V., Raviart, P.A.: Finite element approximation of the Navier-Stokes equations. Springer-Verlag (1979)
Hecht, F.: New development in FreeFem++. J. Numer. Math. 20, 251–265 (2012)
He, Y.N., Li, J.: A stabilized finite element method based on local polynomial pressure projection for the stationary Navier-Stokes equations. Appl. Numer. Math. 58(10), 1503–1514 (2008)
He, Y.N., Xu, J.C., Zhou, A.H.: Local and parallel finite element algorithms for the Navier-Stokes problem. J. Comput. Math. 24(3), 227–238 (2006)
He, Y.N., Xu, J.C., Zhou, A.H., Li, J.: Local and parallel finite element algorithms for the Stokes problem. Numer. Math. 109, 415–434 (2008)
Hou, Y.R., Shi, F., Zheng, H.B.: Expandable local and parallel two-grid finite element scheme for the Stokes equations. Numer. Anal. (2020)
Li, J., He, Y.N.: A stabilized finite element method based on two local Gauss integrations for the Stokes equations. J Comput Appl Math 214(1), 58–65 (2008)
Li, J., He, Y.N., Chen, Z.X.: Performance of several stabilized finite element methods for the Stokes equations based on the lowest equal-order pairs. Computing 86(1), 37–51 (2009)
Li, Q.T., Du, G.Z.: Local and parallel finite element methods based on two grid discretizations for unsteady convection-diffusion problem. Numer. Methods Partial Differ Equ 37(6), 3023–3041 (2021)
Li, Q.T., Du, G.Z.: Local and parallel finite element methods based on two-grid discretizations for the nonstationary Navier-Stokes equations. Numer. Algorithms, pp. 1–22 (2021)
Lin, F.B., Cao, J.Y., Liu, Z.X.: The local and parallel finite element scheme for electric structure eigenvalue problems. Math. Probl. Eng. Article ID, pp. 1049917 (2021)
Ma, F.Y., Ma, Y.C., Wo, W.F.: Local and parallel finite element algorithms based on two-grid discretization for steady Navier-Stokes equations. Appl. Math. Mech. (2007)
Matthies, G., Skrzypacz, P., Tobiska, L.: Stabilization of local projection type applied to convection-diffusion problems with mixed boundary conditions. Electron. Trans. Numer. Anal. Etna. 32, 90–105 (2008)
Melenk, J.M., Babus̆ka, I.: The partition of unity finite element method: basic theory and applications. Comput. Methods. Appl. Mech. Eng. 139(1–4), 289–314 (1996)
Shang, Y.Q.: A parallel subgrid stabilized finite element method based on fully overlapping domain decomposition for the Navier-Stokes equations. J. Math. Anal. Appl. 403, 667–679 (2013)
Shang, Y.Q.: Parallel defect-correction algorithms based on finite element discretization for the Navier-Stokes equations. Comput Fluids 79, 200–212 (2013)
Shang, Y.Q.: A parallel stabilized finite element method based on the lowest equal-order elements for incompressible flows. Computing 102(1), 65–81 (2020)
Shang, Y.Q., He, Y.N.: Parallel finite element algorithm based on full domain partition for stationary Stokes equations. Appl. Math. Mech. Engl. Ed. 31(5), 643–650 (2010)
Shang, Y.Q., He, Y.N.: Parallel iterative finite element algorithms based on full domain partition for the stationary Navier-Stokes equations. Appl. Numer. Math. 60(7), 719–737 (2010)
Shang, Y.Q., He, Y.N., Luo, Z.D.: A comparison of three kinds of local and parallel finite element algorithms based on two-grid discretizations for the stationary Navier-Stokes equations. Comput. Fluids 40(1), 249–257 (2011)
Shang, Y.Q., Wang, K.: Local and parallel finite element algorithms based on two-grid discretizations for the transient Stokes equations. Numer. Algorithms 54(2), 195–218 (2010)
Song, L.N., Gao, M.M.: A posteriori error estimates for the stabilization of low-order mixed finite elements for the Stokes problem. Comput. Methods Appl. Mech. Eng. 279, 410–424 (2014)
Song, L.N., Hou, Y.R., Zheng, H.B.: The two-grid stabilization of equal-order finite elements for the stokes equations. Int. J. Numer. Methods Fluids 67, 2054–2061 (2011)
Wang, A.W., Li, J., Xie, D.X.: Stabilization of the lowest-order mixed finite elements based on the local pressure projection for steady Navier-Stokes equations. Chinese J. Eng. Math. 27(2), 249–257 (2010)
Wang, J.P., Ye, X.: A weak Galerkin finite element method for the Stokes equations. Adv. Comput. Math. 42(1), 155–174 (2015)
Wang, X.H., Du, G.Z., Zuo, L.Y.: A novel local and parallel finite element method for the mixed Navier-Stokes-Darcy problem. Comput. Math. Appl. 90, 73–79 (2021)
Xie, C., Zheng, H.B.: A parallel variational multiscale method for incompressible flows based on the partition of unity. Int. J. Numer. Anal. Model 11(4), 854–865 (2014)
Xu, J.C., Zhou, A.H.: Local and parallel finite element algorithms based on two-grid discretizations. Math. Comput. 69(231), 881–909 (2000)
Xu, J.C., Zhou, A.H.: Local and parallel finite element algorithms based on two-grid discretizations for nonlinear problems. Adv. Comput. Math. 14(4), 293–327 (2001)
Yu, J.P., Shi, F., Zheng, H.B.: Local and parallel finite element algorithms based on the partition of unity for the stokes problem. Siam J. Sci. Comput. 36(5), C547–C567 (2014)
Zheng, B., Shang, Y.Q.: Local and parallel stabilized finite element algorithms based on the lowest equal-order elements for the steady Navier-Stokes equations. Math. Comput. Simul. 178, 464–484 (2020)
Zheng, H.B., Yu, J.P., Shi, F.: Local and parallel finite element method based on the partition of unity for incompressible flow. J. Sci. Comput. 65(2), 512–532 (2015)
Zheng, H.B., Song, L.N., Hou, Y.R., Zhang, Y.H.: The partition of unity parallel finite element algorithm. Adv. Comput. Math. 41(4), 937–951 (2015)
Zhang, Y.H., Hou, Y.R., Shan, L., Dong, X.J.: Local and parallel finite element algorithm for stationary incompressible magnetohydrodynamics. Numer. Meth. Part. D E 33(5), 1513–1539 (2017)
Acknowledgements
The authors would like to thank the reviewers for their constructive comments, which allowed for the improvement of the presentation of the results.
Funding
This work is subsidized by the National Natural Science Foundation of China (No. 12172202), the Natural Science Foundation of Shandong Province (No. ZR2021MA063), the Support Plan for Outstanding Youth Innovation Team in Shandong Higher Education Institutions (No. 2021KJ037), the Natural Science Foundation of Shaanxi Province (No. 2021JQ-426), and the Scientific Research Program of Shaanxi Provincial Education Department (No. 21JK0935).
Author information
Authors and Affiliations
Contributions
Xinhui Wang: formal analysis, visualization, writing, review. Guangzhi Du: conceptualization, methodology, validation, review. All authors reviewed the manuscript.
Corresponding author
Ethics declarations
Competing interests
The authors declare no competing interests.
Additional information
Publisher’s note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Wang, X., Du, G. Local and parallel stabilized finite element methods based on two-grid discretizations for the Stokes equations. Numer Algor 93, 67–83 (2023). https://doi.org/10.1007/s11075-022-01403-x
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11075-022-01403-x