Lecture Note III: Least-Squares Method

Size: px
Start display at page:

Download "Lecture Note III: Least-Squares Method"

Transcription

1 Lecture Note III: Least-Squares Method Zhiqiang Cai October 4, 004 In this chapter, we shall present least-squares methods for second-order scalar partial differential equations, elastic equations of solids, incompressible Newtonian fluid flow, and Maxwell s equations in electromagnetic. A General Methodology We give a general methodology for the design of least-squares methods applied to a first-order system of partial differential equations. Consider the following first-order partial differential system defined on a bounded domain Ω R d d = or 3: { L U = F in Ω, B U = G on Ω,. where L = L ij m n is a block m n matrix differential operator of at most first order, B = B ij l n is a block l n matrix operator, U = U i n is unknown, F = F i m is a given block vector-valued function defined in Ω, G = G i l is a given block vector-valued function defined on Ω. Assume that first-order system. has a unique solution U. Boundary conditions in a least-squares formulation can be imposed either strongly in the solution space or weakly by adding boundary functionals. For simplicity of presentation, we impose them in the solution space Φ. Assume that Φ is appropriately chosen so that least-squares functional is well defined. Define the least-squares functional by GU ; F = m n L ij U j F i ki,ω,. j= where ki,ω denotes a Sobolev norm and ki = or 0. If ki = 0 for all i, GU ; F is referred to as the L norm least-squares functional, otherwise, it is referred to as the inverse norm least-squares functional. Denote the Laplace operator by and the L Department of Mathematics, Purdue University, West Lafayette, IN , U.S.A.

2 inner product by f, g = Ω f g dx. Then L Ω = H 0 Ω =, and H Ω =,. Now, the least-squares minimization problem is to minimize the least-squares functional over Φ: This is equivalent to solving the normal equation: GU ; F = min GV ; F..3 V Φ L K L U = L K F.4 where L is the adjoint operator of L with respect to the L inner product and K is a block diagonal operator with each block associated with the H ki Ω norm K = diag K,, K m where K i = I or. That is, each diagonal block of K is either the identity or the inverse of Laplacian. For the L least squares, we have K = I. The normal operator L K L is a differential operator of at most second-order. The variational form of.4 is to find U Φ such that bu, V K L U, L V = K F, L V fv V Φ..5 It is easy to check that GV ; 0 = bv, V. The design of the least-squares method is to choose first-order system. and least-squares norms so that the least-squares problem i.e., the normal equation or the minimization problem or the weak form can be numerically solved effectively and efficiently; i.e., the least-squares variables can be discretized with optimal accuracy; the resulting algebraic system can be solved with optimal complexity. It is well known that problems with the identity or Laplace operators can be numerically solved with both optimal accuracy and complexity. Recently, it was shown that this is also true for problems involving the Hdiv and Hcurl operators H div = I div and H curl = I + provided Raviart-Thomas elements [7] are used for Hdiv and edge elements [3] are used for Hcurl. Hence, one wants to develop the least-squares method so that the normal operator L K L is equivalent to a block diagonal operator whose diagonal block is either the identity, Laplacian, H div, or H curl operators: D = diag D,, D m where D i = I,, H div, or H curl. With such equivalence, the least-squares problem can then be numerically solved with optimal accuracy and optimal complexity. Moreover, finite element spaces for different

3 variables U i can be chosen independently and, hence, based solely on the approximation properties and implementation/computational costs. The above equivalence between L K L and D means that there exist positive constants α 0 and α such that α 0 m m m V i D i bv, V and bu, V α U i D i V i D i.6 for all U, V Φ. Here Di denotes the L, H, Hdiv, or Hcurl norms. The main task of analyzing least-squares methods is to establish.6. Many physical models involve parameters such as the Lamé constants for solids and the viscosity parameters for fluids. It is then important to establish equivalence independent of these parameters. This is because parameter-independent equivalence implies robustness of the least-squares methods with respect to these parameters.. Least-Squares Approximation Assume that Φ h is a finite dimensional subspace of Φ satisfying the following approximation property: m inf V i V h V h Φ h i D i C a h s.7 for all V = V i n Φ. Then least-squares approximation is to find U h Φ h such that GU h ; F = min GV ; F..8 V Φ h Equivalently, find U h Φ h such that bu h, V = fv V Φ h..9 Theorem. Let U and U h be the solutions of.5 and.9, respectively. Assume that equivalence.6 and approximation property.7 hold. Then we have the following error estimation: m U i U h i D i C a α α 0 h s..0 Proof: Difference of.5 and.9 gives the error equation: bu U h, V = 0 V Φ h.. 3

4 It follows from.6 and.7 that for any V Φ h α 0 m U i U h i D i bu U h, U U h = bu U h, U V m m α U i Ui h D i α C a h s m U i U h i D i. U i V i D i Dividing on both sides by α 0 m U i U h i D i yields.0 and, hence, the theorem.. Mesh Refinement Indicator Let U be the solution of. and V Φ be a computed approximation to U. Then. and.6 imply GV; F = m n L ij V j F i ki,ω = j= m n L ij V j U j ki,ω j= m V i U i D i.. Since m G0; F = F i ki,ω = combining with. gives m n L ij U j ki,ω j= m U i D i, GV; F G0; F m V i U i D i m U i D i..3. means that the value of the least-squares functional at V gives certain measurement of absolute difference between the solution U and an approximation V in the functional induced norm. Therefore, the value of the least-squares functional at V on each element probably gives a reasonable mesh refinement indicator. Especially, this is true for nonlinear problem. 4

5 Second-Order Scalar PDEs Consider the following second-order elliptic boundary value problem: A p + Xp = f, in Ω, p = 0, on Γ D, n A p = 0, on Γ N,. where A is a d d symmetric matrix of functions in L Ω and X is an at most firstorder linear differential operator. We assume that A is uniformly symmetric positive definite: there exist positive constants 0 < λ Λ such that λξ T ξ ξ T Aξ Λξ T ξ. for all ξ R d and almost all x Ω. The corresponding variational form of system. is to find p V such that where V = ap, q = fq q V.3 { H 0,D Ω if mesγ D Ĥ Ω otherwise, with Ĥ Ω = {v H Ω v dx = 0} and the bilinear and linear forms are defined Ω by ap, q = A p, q + Xp, q and fq = f, q, respectively. Under appropriate assumptions on Γ D and X, problem.3 is uniquely solvable in H0,D Ω for any f H Ω or uniquely solvable in Ĥ Ω if and only if f satisfies the compatibility condition f dx = 0.. First-Order System of PDEs Ω For., we consider two first-order systems. To this end, introducing the flux variable u = A p, problem. may be rewritten as a first-order system of partial differential equations as follows: A A u 0 L U = F in Ω.4 div X p f with boundary conditions p = 0 on Γ D and n u = 0 on Γ N..5 5

6 Based on this system, we will consider two functionals: Div least-squares functional and inverse norm least-squares functional. Note that if u is sufficiently smooth, then the properly scaled solution, A u, of.4 is curl free, i.e., A u = 0, and that the homogeneous Dirichlet boundary condition on Γ D implies the tangential flux condition n A u = 0 on Γ D. We then have a redundant but consistent first-order system: A A 0 u L U div X = f F.6 p A 0 0 with boundary conditions p = 0, n A u = 0 on Γ D, and n u = 0 on Γ N..7 Based on this system, we will consider Div-curl least-squares functional.. Div Least-Squares Functional Let H N div; Ω denote a subspace of Hdiv; Ω: H N div; Ω = {v Hdiv; Ω : n v = 0 on Γ N }. For any v, q H N div; Ω V Φ, consider the following div least-squares functional: Gv, q; f = A v + A q 0,Ω + v + Xq f 0, Ω..8 The corresponding normal operator is A div I X L L = I X div div A + X X.9 with L defined in.4 and the corresponding bilinear and linear forms are bu, p; v, q = A u + A p, v + A q + u + Xp, v + Xq.0 fv, q = f, v + Xq.. The main task of this section is to establish the following equivalence: I div 0 L L. 0 6

7 Theorem. There exist positive constants α 0 and α such that α 0 v Hdiv + q, Ω bv, q; v, q = Gv, q; 0. for any v, q H N div; Ω V and bu, p; v, q α u Hdiv + p, Ω for any u, p and any v, q in H N div; Ω V. v Hdiv + q, Ω.3 Proof:.3 is a direct consequence of the Cauchy-Schwarz and triangle inequalities. To show the validity of., we first establish that v Hdiv + q, Ω C Gv, q; 0 + q 0, Ω..4 It follows from integration by parts, the Cauchy-Schwarz inequality, the Poincaré inequality, and. that A q 0, Ω = A q + A v, A q v, q = A q + A v, A q + v, q = A q + A v, A q + v + Xq, q Xq, q A q + A v 0, Ω A q 0, Ω + v + Xq 0, Ω q 0, Ω + Xq 0, Ω q 0, Ω A q + A v 0, Ω + C q 0, Ω A q 0, Ω + v + Xq 0, Ω q 0, Ω. Combining the fact that ab a + b, we have q, Ω C A q 0, Ω C Gv, q; 0 + q 0, Ω..5., the triangle inequality, and.5 give v 0, Ω λ A v 0, Ω λ C Gv, q; 0 + q 0, Ω. By the triangle inequality and.5, we have A v + A q 0, Ω + A q 0, Ω v 0, Ω v + Xq 0, Ω + Xq 0, Ω v + Xq 0, Ω + C q, Ω C Gv, q; 0 + q 0, Ω. Combining the above three inequalities yields.4. 7

8 With.4, we show the validity of. by the compactness argument. To this end, assume that. is not true. This implies that there exists a sequence {v n, q n } H N div; Ω V such that v n Hdiv + q n, Ω = and Gv, q; 0 n.6 Since V is compactly contained in L Ω, there exists a subsequence {p nk } V which converges in L Ω. For any k, l and v nk, p nk, v nl, p nl H N div; Ω V, it follows from.4 and the triangle inequality that v nk v nl Hdiv + q nk q nl, Ω C Gv nk v nl, q nk q nl ; 0 + q nk q nl 0, Ω C Gv nk, q nk ; 0 + Gv nl, q nl ; 0 + q nk q nl 0, Ω 0. which implies that v nk, p nk is a Cauchy sequence in the complete space H N div; Ω V. Hence, there exists v, p H N div; Ω V such that vnk v Hdiv + q nk q,ω = 0. Next, we show that lim k which contradict with.6 that q = 0 and v = = v Hdiv + q, Ω = lim k v nk Hdiv + q nk, Ω =. To this end, for any φ V, integration by parts and the Cauchy-Schwarz inequality give aq nk, φ = A q nk, φ + Xq nk, φ = A q nk + v nk, φ + Xq nk + v nk, φ Gv nk, q nk ; 0 φ,ω. Since lim q nk = q in V, we then have aq, φ = lim k aq nk, φ lim k Gv nk, q nk ; 0 φ,ω = 0. Because.3 has a unique solution, we have that q = 0. Now, v = 0 follows from.4: v Hdiv = lim v nk Hdiv C lim Gvnk, q nk ; 0 + q nk 0, Ω = 0. k k This completes the proof of.7 and, hence, the theorem. 8

9 .3 Inverse Norm Least-Squares Functional For any v, q H N div; Ω V Φ, consider the following least-squares functional: Gv, q; f = A v + A q 0,Ω + v + Xq f, D..8 Let I 0 K =.9 0 D where D is the solution operator of the Laplace equation with homogeneous Dirichlet boundary conditions on Γ D. Then the corresponding normal operator is A L D div I D X K L =.0 I X D div div A + X D X with L defined in.4 and the corresponding bilinear and linear forms are respectively. bu, p; v, q = A u + A p, v + A q + D u + Xp, v + Xq. fv, q = D f, v + Xq,. Theorem. There exist positive constants α 0 and α such that for any v, q H N div; Ω V and α 0 v + q, Ω bv, q; v, q = Gv, q; 0.3 bu, p; v, q α u + p, Ω for any u, p and any v, q in H N div; Ω V. v + q, Ω.4 Proof: The theorem may be proved in a similar fashion as that of Thereom.. This theorem gives the following equivalence: I 0 L K L 0. 9

10 .4 Div-Curl Least-Squares Functional We use the following space to define the div-curl least-squares functional for the extended system.6. Let Hcurl A; Ω = {v L Ω d : A v L Ω d 3 },.5 which is a Hilbert space under the norm v Hcurl A v 0, Ω + A v 0, Ω When A is the identity matrix in.5, we use the simpler notation Hcurl; Ω. Define the subspaces and. H D curl A; Ω = {v Hcurl A; Ω : n A v = 0 on Γ D }, W = H N div; Ω H D curl A; Ω. For v, q W V = Φ, the div-curl least-squares functional is given by Gv, q; f = A v A q 0, Ω + v + Xq f 0, Ω + A v 0, Ω..6 The corresponding normal operator is A div + A A I X L L = I X div div A + X X.7 with L defined in.6 and the corresponding normal operator and bilinear and linear forms are bu, p; v, q = A u + A p, v + A q + u + Xp, v + Xq + A u, A v.8 fv, q = f, v + Xq,.9 respectively. It follows from Theorem. that we have the following equivalence: I div + A A 0 0 L L The second equivalence requires sufficient smoothness of coefficients and boundary see [7] for the proof. 0

11 Theorem.3 There exist positive constants α 0 and α such that for any v, q W V and α 0 v Hdiv + A v 0, Ω + q, Ω bv, q; v, q.3 bu, p; v, q α u Hdiv + A u 0, Ω + p, Ω for any u, p, v, q W V. v Hdiv + A v 0, Ω + q, Ω.3.5 Least-Squares Problems For the solution space Φ, we have the following equivalent least-squares problems: minimization problem: find u, p Φ such that Gu, p; f = variational problem: find u, p Φ such that min Gv, q; f;.33 v, q Φ bu, p; v, q = fv, q v, q Φ Least-Squares Approximation In this subsection, we consider least-squares finite element approximation only based on the div least-squares functional. Approximation based on the div-curl least-squares functional may be studied in a similar fashion. There are two numerical approximations based on the inverse norm least-squares functional: mesh-dependent norm approach in [] and the discrete H norm approach in [4]. Assume that Ω is a polygonal domain, let T h be a quasi-regular triangulation of Ω with triangular/tetrahedra or rectangular elements of size Oh. Denote spaces of polynomials on an element K R d : P k K is the space of polynomials of degree k; P k,k K = {px, x : px, x = a ij x i x j, d = i k, j k P k,k,k 3 K = {px, x, x 3 : px, x, x 3 = a ijk x i x j x k 3, d = 3. i k, j k, k k 3 Denote the local Raviart-Thomas RT space of index k 0 on an element K: P k K d + x,..., x d P k K, K = triangle/tetrahedra RT k K = P k+,k K P k,k+ K, K = rectangle, d = P k+,k,k K P k,k+,k K P k,k,k+ K, K = rectangle, d = 3

12 Degrees of freedom for RT 0 K = a + bx, c + bx on triangle or RT 0 K = a+bx, c+dx on rectangle are normal components of vector field on all edges faces of two- three- dimensional elements. See [5] for the choice of degrees of freedom for the RT k space of index k. They are chosen for ensuring continuity of the normal component of vector field at interfaces of elements. Then one can define the Hdiv; Ω conforming Raviart-Thomas space of order k 0 [7] by RT k = {v Hdiv; Ω : v K RT k K K T h }, which has the approximation property: inf v φ 0,Ω C h r v r,ω for r k +.35 φ RT k inf v φ 0,Ω C h r v r,ω for 0 r k φ RT k Denote the space of continuous piecewise polynomials of degree k by S k = {q H Ω : q K P k K T T h }. which has the following approximation property: inf q φ 0,Ω + h q φ,ω C h r+ q r+,ω for 0 r k φ S k Then least-squares approximation is to find u h, p h RT k S k such that bu h, p h ; v, q = fv, q v, q RT k S k..38 Theorem.4 Let u, p and u h, p h be the solutions of.34 and.38, respectively. Then we have the following error estimation: u u h Hdiv + p p h,ω C α α 0 h r p r+,ω + u r,ω + u r,ω C α α 0 h r p r+,ω + f r,ω..39 Proof:.39 follows from Theorem., the approximation properties in.35,.36, and.37, and the facts that u r,ω C p r+,ω and that u r,ω = f Xp r,ω f r,ω + C p r+,ω.

13 .7 Comparison of Least-Squares Methods In this section, we make simple comparison of least-squares methods. The div leastsquares method has the following numerical properties: + optimal finite element approximation; + optimal fast multigrid solver if Raviart-Thomas elements are used for the flux. The mesh dependent least-squares method has the following properties: + optimal finite element approximation; unknown fast iterative solver. The discrete H norm least-squares method has the following properties: + optimal finite element approximation; + uniformly well preconditioned by multigrid or domain decomposition; expensive evaluations of the discrete H norm. The div-curl least-squares method has the following properties: + finite element approximations are H -optimally accurate in each variable including new variables; + standard multigrid methods applied to the resulting discrete equation have optimal complexity; additional smoothness of the original problem is required for the second equivalence in Boundary Least-Squares Functional Denote by H Ω the dual space of H Ω with the dual norm < v, q > v, Ω = sup, q H q Ω, Ω where the bracket < q, v > denotes duality between H Ω and H Ω. When Γ N Ω = Γ N Γ D, denote by H Γ N the dual space of H 00 Γ N = {v ΓN : v Ω}. In this section, we need the generalized Poincaré-Friedrichs inequality H 0,D q, Ω C q 0, Ω + q 0,ΓD q H Ω if mesγ D 0, q, Ω C q 0, Ω q Ĥ Ω otherwise;.40 3

14 and the trace inequalities for any subset Γ Ω with positive measure q,γ q,ω q H Ω, n v,γ v Hdiv v Hdiv; Ω..4 The first inequality in.4 follows from the definition. The second inequality in.4 follows from the definition, the Green s formula, and the Cauchy-Schwarz inequality: for any q H Ω and q = 0 on Γ = Ω \ Γ q n v ds Γ q, Ω Ω q n v ds q,ω = Considering non-homogeneous boundary conditions: q v dx + v q dx Ω Ω v Hdiv. q,ω p = g on Γ D and n A p = h on Γ N and the following least-squares functional: Gv, q; ˆf = A v + A q 0, Ω + v + Xq f 0, Ω + p g,γ D + n v h,γ N.4 for v, q Hdiv; Ω H Ω, where ˆf = f, g, h. Then the least-squares problem for.4 is to minimize this quadratic functional over Hdiv; Ω H Ω: find u, p Hdiv; Ω H Ω such that Gu, p; ˆf = inf Gv, q; ˆf..43 v, q Hdiv; Ω H Ω It is easy to see that the variational form for.43 is to find u, p Hdiv; Ω H Ω such that bu, p; v, q = fv, q, v, q Hdiv; Ω H Ω,.44 where the bilinear form b ; : Hdiv; Ω H Ω R is defined by bu, p; v, q = A u + A p, v + A q 0, Ω + u + Xp, v + Xq 0, Ω + < p, q >,Γ D + < n u, n v >,Γ N and the linear form f, : Hdiv; Ω H Ω R is defined by fv, q = f, v + Xq 0, Ω + < g, q >,Γ D + < h, n v >,Γ N. Theorem.5 Then there exist positive constants α 0 and α such that for any v, q Hdiv; Ω H Ω and α 0 v Hdiv + q, Ω bv, q; v, q.45 bu, p; v, q α u Hdiv + p, Ω for any u, p, v, q Hdiv; Ω H Ω. 4 v Hdiv + q, Ω.46

15 Proof: The continuity of the bilinear form b ; in.46 is an immediate consequence of the Cauchy-Schwarz and trace inequalities. To show the validity of the coercivity of the bilinear form in.45, it suffices to prove that v Hdiv + q, Ω C bv, q; v, q + q 0,Ω.47 because.45 then follows from a standard compactness argument see the proof of Theorem.. To this end, first note that, using the triangle and trace inequalities, q n v ds Ω q n v ds + Γ D q n v ds Γ N q,γ D n v,γ D + q,γ N n v,γ N q,γ D v Hdiv + q,ω n v,γ N q,γ v D 0,Ω + v + Xq 0,Ω + Xq 0,Ω + q,ω n v,γ N C q,γ A v 0,Ω + C A q 0,Ω q D,Γ + n v D,Γ + bv, q; v, q. N The triangle inequality gives that A v 0,Ω A v + A q 0,Ω + A q 0,Ω,.48 which, together with the above inequality, implies that q n v ds C q,γ + n v D,Γ A q 0,Ω + C bv, q; v, q..49 N Ω It follows from integration by parts, the Cauchy-Schwarz and Poincaré-Friedrichs inequalities, and.49 that A q 0,Ω = A A q + v, A q0,ω + q, v 0,Ω q n v ds Hence, A A q + v 0,Ω A q 0,Ω + q 0,Ω v 0,Ω Ω Ω q n v ds A A q + v 0,Ω + v + Xq 0,Ω + n v,γ + q N,Γ A q 0,Ω D + q 0,Ω Xq 0,Ω + C bv, q; v, q. Xq 0,Ω C A q 0,Ω C bv, q; v, q + q 0,Ω. Combining with.48 and the triangle inequality yields A v 0,Ω + v 0,Ω C bv, q; v, q + q 0,Ω. This completes the proof of.47 and, hence, theorem. For numerical approach based on the boundary least-squares functional, see [8]. 5

16 References [] A. K. Aziz, R.B. Kellogg, and A.B. Stephens, Least square methods for elliptic systems, Math. Comp., , [] S. C. Brenner and L. R. Scott, The Mathematical Theory of Finite Element Methods, Springer-Verlag, New York, 994. [3] A. Bossavit, Computational Electromagnetism: variational formulations, complementarity, edge elements, Academic Press, San Diego, 998. [4] J. Bramble, R. Lazarov, and J. Pasciak, A least-squares approach based on a discrete minus one inner product for first order system, Math. Comp., 66997, [5] F. Brezzi and M. Fortin, Mixed and Hybrid Finite Element Methods, Springer- Verlag, New York, 99. [6] Z. Cai, R. D. Lazarov, T. Manteuffel, and S. McCormick, First-order system least squares for second-order partial differential equations: Part I, SIAM J. Numer. Anal., 3:6994, [7] Z. Cai, T. Manteuffel, and S. McCormick, First-order system least squares for second-order partial differential equations: Part II, SIAM J. Numer. Anal., 34997, [8] G. F. Carey and Y. Shen, Convergence studies of least-squares finite elements for first order systems, Comm. Appl. Numer. Meth., 5 989, pp [9] P. G. Ciarlet, The Finite Element Method for Elliptic Problems, North-Holland, New York, 978. [0] C. L. Chang, Finite element approximation for grad-div type systems in the plane, SIAM J. Numer. Anal., 999, [] E. D. Eason, A review of least squares methods for solving partial differential equations, Int. J. Numer. Math. Engrg., 0976, [] V. Girault and P. A. Raviart, Finite Element Methods for Navier-Stokes Equations: Theory and Algorithms, Springer-Verlag, New York, 986. [3] P. Grisvard, Elliptic Problems in Nonsmooth Domains, Pitman, Boston 985. [4] A. I. Pehlivanov and G. F. Carey, Error estimates for least-squares mixed finite elements, Math. Mod. Numer. Anal., 8994,

17 [5] A. I. Pehlivanov, G. F. Carey, and R. D. Lazarov, Least squares mixed finite elements for second order elliptic problems, SIAM J. Numer. Anal., 3994, [6] A. I. Pehlivanov, G. F. Carey, R. D. Lazarov, and Y. Shen, Convergence of least squares finite elements for first order ODE systems, Computing 993. [7] P. A. Raviart and I. M. Thomas, A mixed finite element method for second order elliptic problems, Lect. Notes Math. 606, Springer-Verlag, Berlin and New York 977, [8] G. Starke, Multilevel boundary functionals for least-squares mixed finite element methods, SIAM J. Numer. Anal., 36999,

18 Homework Consider problem. with Xp = b p + cp, study dependence of constants α 0 and α in Theorem. on the diffusion coefficients A, convection coefficients b, and reaction coefficient c for the following cases: A = ax I, b = 0, and c = 0. A = I, b = b, and c = 0, where b is a constant. A = I, b = 0, and c = ω, where ω > 0 is a constant. 8

A Least-Squares Finite Element Approximation for the Compressible Stokes Equations

A Least-Squares Finite Element Approximation for the Compressible Stokes Equations A Least-Squares Finite Element Approximation for the Compressible Stokes Equations Zhiqiang Cai, 1 Xiu Ye 1 Department of Mathematics, Purdue University, 1395 Mathematical Science Building, West Lafayette,

More information

PARTITION OF UNITY FOR THE STOKES PROBLEM ON NONMATCHING GRIDS

PARTITION OF UNITY FOR THE STOKES PROBLEM ON NONMATCHING GRIDS PARTITION OF UNITY FOR THE STOES PROBLEM ON NONMATCHING GRIDS CONSTANTIN BACUTA AND JINCHAO XU Abstract. We consider the Stokes Problem on a plane polygonal domain Ω R 2. We propose a finite element method

More information

MULTIGRID PRECONDITIONING IN H(div) ON NON-CONVEX POLYGONS* Dedicated to Professor Jim Douglas, Jr. on the occasion of his seventieth birthday.

MULTIGRID PRECONDITIONING IN H(div) ON NON-CONVEX POLYGONS* Dedicated to Professor Jim Douglas, Jr. on the occasion of his seventieth birthday. MULTIGRID PRECONDITIONING IN H(div) ON NON-CONVEX POLYGONS* DOUGLAS N ARNOLD, RICHARD S FALK, and RAGNAR WINTHER Dedicated to Professor Jim Douglas, Jr on the occasion of his seventieth birthday Abstract

More information

Least-squares Finite Element Approximations for the Reissner Mindlin Plate

Least-squares Finite Element Approximations for the Reissner Mindlin Plate NUMERICAL LINEAR ALGEBRA WITH APPLICATIONS Numer. Linear Algebra Appl., 6, 479 496 999 Least-squares Finite Element Approximations for the Reissner Mindlin Plate Zhiqiang Cai, Xiu Ye 2 and Huilong Zhang

More information

A u + b u + cu = f in Ω, (1.1)

A u + b u + cu = f in Ω, (1.1) A WEIGHTED H(div) LEAST-SQUARES METHOD FOR SECOND-ORDER ELLIPTIC PROBLEMS Z. CAI AND C. R. WESTPHAL Abstract. This paper presents analysis of a weighted-norm least squares finite element method for elliptic

More information

c 2008 Society for Industrial and Applied Mathematics

c 2008 Society for Industrial and Applied Mathematics SIAM J. NUMER. ANAL. Vol. 46, No. 3, pp. 640 65 c 2008 Society for Industrial and Applied Mathematics A WEIGHTED H(div) LEAST-SQUARES METHOD FOR SECOND-ORDER ELLIPTIC PROBLEMS Z. CAI AND C. R. WESTPHAL

More information

A MULTIGRID METHOD FOR THE PSEUDOSTRESS FORMULATION OF STOKES PROBLEMS

A MULTIGRID METHOD FOR THE PSEUDOSTRESS FORMULATION OF STOKES PROBLEMS SIAM J. SCI. COMPUT. Vol. 29, No. 5, pp. 2078 2095 c 2007 Society for Industrial and Applied Mathematics A MULTIGRID METHOD FOR THE PSEUDOSTRESS FORMULATION OF STOKES PROBLEMS ZHIQIANG CAI AND YANQIU WANG

More information

A Mixed Nonconforming Finite Element for Linear Elasticity

A Mixed Nonconforming Finite Element for Linear Elasticity A Mixed Nonconforming Finite Element for Linear Elasticity Zhiqiang Cai, 1 Xiu Ye 2 1 Department of Mathematics, Purdue University, West Lafayette, Indiana 47907-1395 2 Department of Mathematics and Statistics,

More information

AMS subject classifications. Primary, 65N15, 65N30, 76D07; Secondary, 35B45, 35J50

AMS subject classifications. Primary, 65N15, 65N30, 76D07; Secondary, 35B45, 35J50 A SIMPLE FINITE ELEMENT METHOD FOR THE STOKES EQUATIONS LIN MU AND XIU YE Abstract. The goal of this paper is to introduce a simple finite element method to solve the Stokes equations. This method is in

More information

Multigrid Methods for Saddle Point Problems

Multigrid Methods for Saddle Point Problems Multigrid Methods for Saddle Point Problems Susanne C. Brenner Department of Mathematics and Center for Computation & Technology Louisiana State University Advances in Mathematics of Finite Elements (In

More information

b i (x) u + c(x)u = f in Ω,

b i (x) u + c(x)u = f in Ω, SIAM J. NUMER. ANAL. Vol. 39, No. 6, pp. 1938 1953 c 2002 Society for Industrial and Applied Mathematics SUBOPTIMAL AND OPTIMAL CONVERGENCE IN MIXED FINITE ELEMENT METHODS ALAN DEMLOW Abstract. An elliptic

More information

FIRST-ORDER SYSTEM LEAST SQUARES (FOSLS) FOR PLANAR LINEAR ELASTICITY: PURE TRACTION PROBLEM

FIRST-ORDER SYSTEM LEAST SQUARES (FOSLS) FOR PLANAR LINEAR ELASTICITY: PURE TRACTION PROBLEM SIAM J. NUMER. ANAL. c 1998 Society for Industrial Applied Mathematics Vol. 35, No. 1, pp. 320 335, February 1998 016 FIRST-ORDER SYSTEM LEAST SQUARES (FOSLS) FOR PLANAR LINEAR ELASTICITY: PURE TRACTION

More information

A LEAST-SQUARES APPROACH BASED ON A DISCRETE MINUS ONE INNER PRODUCT FOR FIRST ORDER SYSTEMS

A LEAST-SQUARES APPROACH BASED ON A DISCRETE MINUS ONE INNER PRODUCT FOR FIRST ORDER SYSTEMS MATHEMATICS OF COMPUTATION Volume 66, Number 219, July 1997, Pages 935 955 S 0025-5718(97)00848-X A LEAST-SQUARES APPROACH BASED ON A DISCRETE MINUS ONE INNER PRODUCT FOR FIRST ORDER SYSTEMS JAMES H BRAMBLE,

More information

LECTURE # 0 BASIC NOTATIONS AND CONCEPTS IN THE THEORY OF PARTIAL DIFFERENTIAL EQUATIONS (PDES)

LECTURE # 0 BASIC NOTATIONS AND CONCEPTS IN THE THEORY OF PARTIAL DIFFERENTIAL EQUATIONS (PDES) LECTURE # 0 BASIC NOTATIONS AND CONCEPTS IN THE THEORY OF PARTIAL DIFFERENTIAL EQUATIONS (PDES) RAYTCHO LAZAROV 1 Notations and Basic Functional Spaces Scalar function in R d, d 1 will be denoted by u,

More information

A Finite Element Method Using Singular Functions for Poisson Equations: Mixed Boundary Conditions

A Finite Element Method Using Singular Functions for Poisson Equations: Mixed Boundary Conditions A Finite Element Method Using Singular Functions for Poisson Equations: Mixed Boundary Conditions Zhiqiang Cai Seokchan Kim Sangdong Kim Sooryun Kong Abstract In [7], we proposed a new finite element method

More information

FIRST-ORDER SYSTEM LEAST SQUARES FOR THE STOKES EQUATIONS, WITH APPLICATION TO LINEAR ELASTICITY

FIRST-ORDER SYSTEM LEAST SQUARES FOR THE STOKES EQUATIONS, WITH APPLICATION TO LINEAR ELASTICITY SIAM J. NUMER. ANAL. c 1997 Society for Industrial Applied Mathematics Vol. 34, No. 5, pp. 1727 1741, October 1997 004 FIRST-ORDER SYSTEM LEAST SQUARES FOR THE STOKES EQUATIONS, WITH APPLICATION TO LINEAR

More information

Local flux mimetic finite difference methods

Local flux mimetic finite difference methods Local flux mimetic finite difference methods Konstantin Lipnikov Mikhail Shashkov Ivan Yotov November 4, 2005 Abstract We develop a local flux mimetic finite difference method for second order elliptic

More information

A Multigrid Method for Two Dimensional Maxwell Interface Problems

A Multigrid Method for Two Dimensional Maxwell Interface Problems A Multigrid Method for Two Dimensional Maxwell Interface Problems Susanne C. Brenner Department of Mathematics and Center for Computation & Technology Louisiana State University USA JSA 2013 Outline A

More information

ENERGY NORM A POSTERIORI ERROR ESTIMATES FOR MIXED FINITE ELEMENT METHODS

ENERGY NORM A POSTERIORI ERROR ESTIMATES FOR MIXED FINITE ELEMENT METHODS ENERGY NORM A POSTERIORI ERROR ESTIMATES FOR MIXED FINITE ELEMENT METHODS CARLO LOVADINA AND ROLF STENBERG Abstract The paper deals with the a-posteriori error analysis of mixed finite element methods

More information

On an Approximation Result for Piecewise Polynomial Functions. O. Karakashian

On an Approximation Result for Piecewise Polynomial Functions. O. Karakashian BULLETIN OF THE GREE MATHEMATICAL SOCIETY Volume 57, 010 (1 7) On an Approximation Result for Piecewise Polynomial Functions O. arakashian Abstract We provide a new approach for proving approximation results

More information

A Two-Grid Stabilization Method for Solving the Steady-State Navier-Stokes Equations

A Two-Grid Stabilization Method for Solving the Steady-State Navier-Stokes Equations A Two-Grid Stabilization Method for Solving the Steady-State Navier-Stokes Equations Songul Kaya and Béatrice Rivière Abstract We formulate a subgrid eddy viscosity method for solving the steady-state

More information

arxiv: v2 [math.na] 23 Apr 2016

arxiv: v2 [math.na] 23 Apr 2016 Improved ZZ A Posteriori Error Estimators for Diffusion Problems: Conforming Linear Elements arxiv:508.009v2 [math.na] 23 Apr 206 Zhiqiang Cai Cuiyu He Shun Zhang May 2, 208 Abstract. In [8], we introduced

More information

1. Introduction. The Stokes problem seeks unknown functions u and p satisfying

1. Introduction. The Stokes problem seeks unknown functions u and p satisfying A DISCRETE DIVERGENCE FREE WEAK GALERKIN FINITE ELEMENT METHOD FOR THE STOKES EQUATIONS LIN MU, JUNPING WANG, AND XIU YE Abstract. A discrete divergence free weak Galerkin finite element method is developed

More information

A DELTA-REGULARIZATION FINITE ELEMENT METHOD FOR A DOUBLE CURL PROBLEM WITH DIVERGENCE-FREE CONSTRAINT

A DELTA-REGULARIZATION FINITE ELEMENT METHOD FOR A DOUBLE CURL PROBLEM WITH DIVERGENCE-FREE CONSTRAINT A DELTA-REGULARIZATION FINITE ELEMENT METHOD FOR A DOUBLE CURL PROBLEM WITH DIVERGENCE-FREE CONSTRAINT HUOYUAN DUAN, SHA LI, ROGER C. E. TAN, AND WEIYING ZHENG Abstract. To deal with the divergence-free

More information

Non-Conforming Finite Element Methods for Nonmatching Grids in Three Dimensions

Non-Conforming Finite Element Methods for Nonmatching Grids in Three Dimensions Non-Conforming Finite Element Methods for Nonmatching Grids in Three Dimensions Wayne McGee and Padmanabhan Seshaiyer Texas Tech University, Mathematics and Statistics (padhu@math.ttu.edu) Summary. In

More information

A NOTE ON THE LADYŽENSKAJA-BABUŠKA-BREZZI CONDITION

A NOTE ON THE LADYŽENSKAJA-BABUŠKA-BREZZI CONDITION A NOTE ON THE LADYŽENSKAJA-BABUŠKA-BREZZI CONDITION JOHNNY GUZMÁN, ABNER J. SALGADO, AND FRANCISCO-JAVIER SAYAS Abstract. The analysis of finite-element-like Galerkin discretization techniques for the

More information

A Remark on the Regularity of Solutions of Maxwell s Equations on Lipschitz Domains

A Remark on the Regularity of Solutions of Maxwell s Equations on Lipschitz Domains A Remark on the Regularity of Solutions of Maxwell s Equations on Lipschitz Domains Martin Costabel Abstract Let u be a vector field on a bounded Lipschitz domain in R 3, and let u together with its divergence

More information

EXISTENCE AND REGULARITY OF SOLUTIONS FOR STOKES SYSTEMS WITH NON-SMOOTH BOUNDARY DATA IN A POLYHEDRON

EXISTENCE AND REGULARITY OF SOLUTIONS FOR STOKES SYSTEMS WITH NON-SMOOTH BOUNDARY DATA IN A POLYHEDRON Electronic Journal of Differential Equations, Vol. 2017 (2017), No. 147, pp. 1 10. ISSN: 1072-6691. URL: http://ejde.math.txstate.edu or http://ejde.math.unt.edu EXISTENCE AND REGULARITY OF SOLUTIONS FOR

More information

Multilevel Preconditioning of Graph-Laplacians: Polynomial Approximation of the Pivot Blocks Inverses

Multilevel Preconditioning of Graph-Laplacians: Polynomial Approximation of the Pivot Blocks Inverses Multilevel Preconditioning of Graph-Laplacians: Polynomial Approximation of the Pivot Blocks Inverses P. Boyanova 1, I. Georgiev 34, S. Margenov, L. Zikatanov 5 1 Uppsala University, Box 337, 751 05 Uppsala,

More information

A local-structure-preserving local discontinuous Galerkin method for the Laplace equation

A local-structure-preserving local discontinuous Galerkin method for the Laplace equation A local-structure-preserving local discontinuous Galerkin method for the Laplace equation Fengyan Li 1 and Chi-Wang Shu 2 Abstract In this paper, we present a local-structure-preserving local discontinuous

More information

A note on discontinuous Galerkin divergence-free solutions of the Navier-Stokes equations

A note on discontinuous Galerkin divergence-free solutions of the Navier-Stokes equations A note on discontinuous Galerkin divergence-free solutions of the Navier-Stokes equations Bernardo Cockburn Guido anschat Dominik Schötzau June 1, 2007 Journal of Scientific Computing, Vol. 31, 2007, pp.

More information

Traces and Duality Lemma

Traces and Duality Lemma Traces and Duality Lemma Recall the duality lemma with H / ( ) := γ 0 (H ()) defined as the trace space of H () endowed with minimal extension norm; i.e., for w H / ( ) L ( ), w H / ( ) = min{ ŵ H () ŵ

More information

IMPROVED LEAST-SQUARES ERROR ESTIMATES FOR SCALAR HYPERBOLIC PROBLEMS, 1

IMPROVED LEAST-SQUARES ERROR ESTIMATES FOR SCALAR HYPERBOLIC PROBLEMS, 1 Computational Methods in Applied Mathematics Vol. 1, No. 1(2001) 1 8 c Institute of Mathematics IMPROVED LEAST-SQUARES ERROR ESTIMATES FOR SCALAR HYPERBOLIC PROBLEMS, 1 P.B. BOCHEV E-mail: bochev@uta.edu

More information

LECTURE 1: SOURCES OF ERRORS MATHEMATICAL TOOLS A PRIORI ERROR ESTIMATES. Sergey Korotov,

LECTURE 1: SOURCES OF ERRORS MATHEMATICAL TOOLS A PRIORI ERROR ESTIMATES. Sergey Korotov, LECTURE 1: SOURCES OF ERRORS MATHEMATICAL TOOLS A PRIORI ERROR ESTIMATES Sergey Korotov, Institute of Mathematics Helsinki University of Technology, Finland Academy of Finland 1 Main Problem in Mathematical

More information

A Finite Element Method Using Singular Functions: Interface Problems

A Finite Element Method Using Singular Functions: Interface Problems A Finite Element Method Using Singular Functions: Interface Problems Seokchan Kim Zhiqiang Cai Jae-Hong Pyo Sooryoun Kong Abstract The solution of the interface problem is only in H 1+α (Ω) with α > 0

More information

Numerische Mathematik

Numerische Mathematik Numer. Math. (2012) 122:61 99 DOI 10.1007/s00211-012-0456-x Numerische Mathematik C 0 elements for generalized indefinite Maxwell equations Huoyuan Duan Ping Lin Roger C. E. Tan Received: 31 July 2010

More information

Finite Elements. Colin Cotter. February 22, Colin Cotter FEM

Finite Elements. Colin Cotter. February 22, Colin Cotter FEM Finite Elements February 22, 2019 In the previous sections, we introduced the concept of finite element spaces, which contain certain functions defined on a domain. Finite element spaces are examples of

More information

Discontinuous Galerkin Methods

Discontinuous Galerkin Methods Discontinuous Galerkin Methods Joachim Schöberl May 20, 206 Discontinuous Galerkin (DG) methods approximate the solution with piecewise functions (polynomials), which are discontinuous across element interfaces.

More information

Discontinuous Petrov-Galerkin Methods

Discontinuous Petrov-Galerkin Methods Discontinuous Petrov-Galerkin Methods Friederike Hellwig 1st CENTRAL School on Analysis and Numerics for Partial Differential Equations, November 12, 2015 Motivation discontinuous Petrov-Galerkin (dpg)

More information

A priori error analysis of the BEM with graded meshes for the electric eld integral equation on polyhedral surfaces

A priori error analysis of the BEM with graded meshes for the electric eld integral equation on polyhedral surfaces A priori error analysis of the BEM with graded meshes for the electric eld integral equation on polyhedral surfaces A. Bespalov S. Nicaise Abstract The Galerkin boundary element discretisations of the

More information

MIXED FINITE ELEMENT APPROXIMATION OF THE VECTOR LAPLACIAN WITH DIRICHLET BOUNDARY CONDITIONS

MIXED FINITE ELEMENT APPROXIMATION OF THE VECTOR LAPLACIAN WITH DIRICHLET BOUNDARY CONDITIONS MIXED FINITE ELEMENT APPROXIMATION OF THE VECTOR LAPLACIAN WITH DIRICHLET BOUNDARY CONDITIONS DOUGLAS N. ARNOLD, RICHARD S. FALK, AND JAY GOPALAKRISHNAN Abstract. We consider the finite element solution

More information

Uniform inf-sup condition for the Brinkman problem in highly heterogeneous media

Uniform inf-sup condition for the Brinkman problem in highly heterogeneous media Uniform inf-sup condition for the Brinkman problem in highly heterogeneous media Raytcho Lazarov & Aziz Takhirov Texas A&M May 3-4, 2016 R. Lazarov & A.T. (Texas A&M) Brinkman May 3-4, 2016 1 / 30 Outline

More information

ETNA Kent State University

ETNA Kent State University Electronic Transactions on Numerical Analysis. Volume 11, pp. 1-24, 2000. Copyright 2000,. ISSN 1068-9613. ETNA NEUMANN NEUMANN METHODS FOR VECTOR FIELD PROBLEMS ANDREA TOSELLI Abstract. In this paper,

More information

An Equal-order DG Method for the Incompressible Navier-Stokes Equations

An Equal-order DG Method for the Incompressible Navier-Stokes Equations An Equal-order DG Method for the Incompressible Navier-Stokes Equations Bernardo Cockburn Guido anschat Dominik Schötzau Journal of Scientific Computing, vol. 40, pp. 188 10, 009 Abstract We introduce

More information

1. Introduction. We consider the model problem that seeks an unknown function u = u(x) satisfying

1. Introduction. We consider the model problem that seeks an unknown function u = u(x) satisfying A SIMPLE FINITE ELEMENT METHOD FOR LINEAR HYPERBOLIC PROBLEMS LIN MU AND XIU YE Abstract. In this paper, we introduce a simple finite element method for solving first order hyperbolic equations with easy

More information

LEAST-SQUARES FINITE ELEMENT METHODS FOR FIRST-ORDER ELLIPTIC SYSTEMS

LEAST-SQUARES FINITE ELEMENT METHODS FOR FIRST-ORDER ELLIPTIC SYSTEMS INTERNATIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 1, Number 1, Pages 49 64 c 2004 Institute for Scientific Computing and Information LEAST-SQUARES FINITE ELEMENT METHODS FOR FIRST-ORDER ELLIPTIC

More information

1. Introduction. We consider the model problem: seeking an unknown function u satisfying

1. Introduction. We consider the model problem: seeking an unknown function u satisfying A DISCONTINUOUS LEAST-SQUARES FINITE ELEMENT METHOD FOR SECOND ORDER ELLIPTIC EQUATIONS XIU YE AND SHANGYOU ZHANG Abstract In tis paper, a discontinuous least-squares (DLS) finite element metod is introduced

More information

Multigrid Methods for Elliptic Obstacle Problems on 2D Bisection Grids

Multigrid Methods for Elliptic Obstacle Problems on 2D Bisection Grids Multigrid Methods for Elliptic Obstacle Problems on 2D Bisection Grids Long Chen 1, Ricardo H. Nochetto 2, and Chen-Song Zhang 3 1 Department of Mathematics, University of California at Irvine. chenlong@math.uci.edu

More information

A Domain Decomposition Method for Quasilinear Elliptic PDEs Using Mortar Finite Elements

A Domain Decomposition Method for Quasilinear Elliptic PDEs Using Mortar Finite Elements W I S S E N T E C H N I K L E I D E N S C H A F T A Domain Decomposition Method for Quasilinear Elliptic PDEs Using Mortar Finite Elements Matthias Gsell and Olaf Steinbach Institute of Computational Mathematics

More information

ENERGY NORM A POSTERIORI ERROR ESTIMATES FOR MIXED FINITE ELEMENT METHODS

ENERGY NORM A POSTERIORI ERROR ESTIMATES FOR MIXED FINITE ELEMENT METHODS MATHEMATICS OF COMPUTATION Volume 75, Number 256, October 2006, Pages 1659 1674 S 0025-57180601872-2 Article electronically published on June 26, 2006 ENERGY NORM A POSTERIORI ERROR ESTIMATES FOR MIXED

More information

High order, finite volume method, flux conservation, finite element method

High order, finite volume method, flux conservation, finite element method FLUX-CONSERVING FINITE ELEMENT METHODS SHANGYOU ZHANG, ZHIMIN ZHANG, AND QINGSONG ZOU Abstract. We analyze the flux conservation property of the finite element method. It is shown that the finite element

More information

An Iterative Substructuring Method for Mortar Nonconforming Discretization of a Fourth-Order Elliptic Problem in two dimensions

An Iterative Substructuring Method for Mortar Nonconforming Discretization of a Fourth-Order Elliptic Problem in two dimensions An Iterative Substructuring Method for Mortar Nonconforming Discretization of a Fourth-Order Elliptic Problem in two dimensions Leszek Marcinkowski Department of Mathematics, Warsaw University, Banacha

More information

Journal of Non-Newtonian Fluid Mechanics

Journal of Non-Newtonian Fluid Mechanics J. Non-Newtonian Fluid Mech. 159 (2009) 72 80 Contents lists available at ScienceDirect Journal of Non-Newtonian Fluid Mechanics journal homepage: www.elsevier.com/locate/jnnfm An adaptive mixed least-squares

More information

The Mortar Boundary Element Method

The Mortar Boundary Element Method The Mortar Boundary Element Method A Thesis submitted for the degree of Doctor of Philosophy by Martin Healey School of Information Systems, Computing and Mathematics Brunel University March 2010 Abstract

More information

Find (u,p;λ), with u 0 and λ R, such that u + p = λu in Ω, (2.1) div u = 0 in Ω, u = 0 on Γ.

Find (u,p;λ), with u 0 and λ R, such that u + p = λu in Ω, (2.1) div u = 0 in Ω, u = 0 on Γ. A POSTERIORI ESTIMATES FOR THE STOKES EIGENVALUE PROBLEM CARLO LOVADINA, MIKKO LYLY, AND ROLF STENBERG Abstract. We consider the Stokes eigenvalue problem. For the eigenvalues we derive both upper and

More information

arxiv: v1 [math.na] 17 Jul 2014

arxiv: v1 [math.na] 17 Jul 2014 Div First-Order System LL* FOSLL* for Second-Order Elliptic Partial Differential Equations Ziqiang Cai Rob Falgout Sun Zang arxiv:1407.4558v1 [mat.na] 17 Jul 2014 February 13, 2018 Abstract. Te first-order

More information

INTERGRID OPERATORS FOR THE CELL CENTERED FINITE DIFFERENCE MULTIGRID ALGORITHM ON RECTANGULAR GRIDS. 1. Introduction

INTERGRID OPERATORS FOR THE CELL CENTERED FINITE DIFFERENCE MULTIGRID ALGORITHM ON RECTANGULAR GRIDS. 1. Introduction Trends in Mathematics Information Center for Mathematical Sciences Volume 9 Number 2 December 2006 Pages 0 INTERGRID OPERATORS FOR THE CELL CENTERED FINITE DIFFERENCE MULTIGRID ALGORITHM ON RECTANGULAR

More information

A P4 BUBBLE ENRICHED P3 DIVERGENCE-FREE FINITE ELEMENT ON TRIANGULAR GRIDS

A P4 BUBBLE ENRICHED P3 DIVERGENCE-FREE FINITE ELEMENT ON TRIANGULAR GRIDS A P4 BUBBLE ENRICHED P3 DIVERGENCE-FREE FINITE ELEMENT ON TRIANGULAR GRIDS SHANGYOU ZHANG DEDICATED TO PROFESSOR PETER MONK ON THE OCCASION OF HIS 6TH BIRTHDAY Abstract. On triangular grids, the continuous

More information

arxiv: v1 [math.na] 29 Feb 2016

arxiv: v1 [math.na] 29 Feb 2016 EFFECTIVE IMPLEMENTATION OF THE WEAK GALERKIN FINITE ELEMENT METHODS FOR THE BIHARMONIC EQUATION LIN MU, JUNPING WANG, AND XIU YE Abstract. arxiv:1602.08817v1 [math.na] 29 Feb 2016 The weak Galerkin (WG)

More information

WEAK GALERKIN FINITE ELEMENT METHODS ON POLYTOPAL MESHES

WEAK GALERKIN FINITE ELEMENT METHODS ON POLYTOPAL MESHES INERNAIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 12, Number 1, Pages 31 53 c 2015 Institute for Scientific Computing and Information WEAK GALERKIN FINIE ELEMEN MEHODS ON POLYOPAL MESHES LIN

More information

ANALYSIS OF A FINITE ELEMENT PML APPROXIMATION FOR THE THREE DIMENSIONAL TIME-HARMONIC MAXWELL PROBLEM

ANALYSIS OF A FINITE ELEMENT PML APPROXIMATION FOR THE THREE DIMENSIONAL TIME-HARMONIC MAXWELL PROBLEM MATHEMATICS OF COMPUTATION Volume 77, Number 261, January 2008, Pages 1 10 S 0025-5718(07)02037-6 Article electronically published on September 18, 2007 ANALYSIS OF A FINITE ELEMENT PML APPROXIMATION FOR

More information

arxiv: v1 [math.na] 27 Jan 2016

arxiv: v1 [math.na] 27 Jan 2016 Virtual Element Method for fourth order problems: L 2 estimates Claudia Chinosi a, L. Donatella Marini b arxiv:1601.07484v1 [math.na] 27 Jan 2016 a Dipartimento di Scienze e Innovazione Tecnologica, Università

More information

STABILIZED DISCONTINUOUS FINITE ELEMENT APPROXIMATIONS FOR STOKES EQUATIONS

STABILIZED DISCONTINUOUS FINITE ELEMENT APPROXIMATIONS FOR STOKES EQUATIONS STABILIZED DISCONTINUOUS FINITE ELEMENT APPROXIMATIONS FOR STOKES EQUATIONS RAYTCHO LAZAROV AND XIU YE Abstract. In this paper, we derive two stabilized discontinuous finite element formulations, symmetric

More information

Geometric Multigrid Methods

Geometric Multigrid Methods Geometric Multigrid Methods Susanne C. Brenner Department of Mathematics and Center for Computation & Technology Louisiana State University IMA Tutorial: Fast Solution Techniques November 28, 2010 Ideas

More information

PREPRINT 2010:25. Fictitious domain finite element methods using cut elements: II. A stabilized Nitsche method ERIK BURMAN PETER HANSBO

PREPRINT 2010:25. Fictitious domain finite element methods using cut elements: II. A stabilized Nitsche method ERIK BURMAN PETER HANSBO PREPRINT 2010:25 Fictitious domain finite element methods using cut elements: II. A stabilized Nitsche method ERIK BURMAN PETER HANSBO Department of Mathematical Sciences Division of Mathematics CHALMERS

More information

(bu) = f in Ω, (1.1) u = g on Γ I, (1.2)

(bu) = f in Ω, (1.1) u = g on Γ I, (1.2) A DUAL LEAST-SQUARES FINITE ELEMENT METHOD FOR LINEAR HYPERBOLIC PDES: A NUMERICAL STUDY LUKE OLSON Abstract. In this paper, we develop a least-squares finite element method for linear Partial Differential

More information

WEIGHTED-NORM FIRST-ORDER SYSTEM LEAST SQUARES (FOSLS) FOR PROBLEMS WITH CORNER SINGULARITIES

WEIGHTED-NORM FIRST-ORDER SYSTEM LEAST SQUARES (FOSLS) FOR PROBLEMS WITH CORNER SINGULARITIES WEIGHTED-NORM FIRST-ORDER SYSTEM LEAST SQUARES (FOSLS) FOR PROBLEMS WITH CORNER SINGULARITIES E. LEE, T. A. MANTEUFFEL, AND C. R. WESTPHAL Abstract. A weighted-norm least-squares method is considered for

More information

FEniCS Course. Lecture 0: Introduction to FEM. Contributors Anders Logg, Kent-Andre Mardal

FEniCS Course. Lecture 0: Introduction to FEM. Contributors Anders Logg, Kent-Andre Mardal FEniCS Course Lecture 0: Introduction to FEM Contributors Anders Logg, Kent-Andre Mardal 1 / 46 What is FEM? The finite element method is a framework and a recipe for discretization of mathematical problems

More information

7.4 The Saddle Point Stokes Problem

7.4 The Saddle Point Stokes Problem 346 CHAPTER 7. APPLIED FOURIER ANALYSIS 7.4 The Saddle Point Stokes Problem So far the matrix C has been diagonal no trouble to invert. This section jumps to a fluid flow problem that is still linear (simpler

More information

Variational Formulations

Variational Formulations Chapter 2 Variational Formulations In this chapter we will derive a variational (or weak) formulation of the elliptic boundary value problem (1.4). We will discuss all fundamental theoretical results that

More information

Introduction to finite element exterior calculus

Introduction to finite element exterior calculus Introduction to finite element exterior calculus Ragnar Winther CMA, University of Oslo Norway Why finite element exterior calculus? Recall the de Rham complex on the form: R H 1 (Ω) grad H(curl, Ω) curl

More information

Schur Complements on Hilbert Spaces and Saddle Point Systems

Schur Complements on Hilbert Spaces and Saddle Point Systems Schur Complements on Hilbert Spaces and Saddle Point Systems Constantin Bacuta Mathematical Sciences, University of Delaware, 5 Ewing Hall 976 Abstract For any continuous bilinear form defined on a pair

More information

Adaptive methods for control problems with finite-dimensional control space

Adaptive methods for control problems with finite-dimensional control space Adaptive methods for control problems with finite-dimensional control space Saheed Akindeinde and Daniel Wachsmuth Johann Radon Institute for Computational and Applied Mathematics (RICAM) Austrian Academy

More information

An a posteriori error estimate and a Comparison Theorem for the nonconforming P 1 element

An a posteriori error estimate and a Comparison Theorem for the nonconforming P 1 element Calcolo manuscript No. (will be inserted by the editor) An a posteriori error estimate and a Comparison Theorem for the nonconforming P 1 element Dietrich Braess Faculty of Mathematics, Ruhr-University

More information

Scientific Computing WS 2018/2019. Lecture 15. Jürgen Fuhrmann Lecture 15 Slide 1

Scientific Computing WS 2018/2019. Lecture 15. Jürgen Fuhrmann Lecture 15 Slide 1 Scientific Computing WS 2018/2019 Lecture 15 Jürgen Fuhrmann juergen.fuhrmann@wias-berlin.de Lecture 15 Slide 1 Lecture 15 Slide 2 Problems with strong formulation Writing the PDE with divergence and gradient

More information

ETNA Kent State University

ETNA Kent State University Electronic Transactions on Numerical Analysis. Volume 37, pp. 166-172, 2010. Copyright 2010,. ISSN 1068-9613. ETNA A GRADIENT RECOVERY OPERATOR BASED ON AN OBLIQUE PROJECTION BISHNU P. LAMICHHANE Abstract.

More information

A Finite Element Method for an Ill-Posed Problem. Martin-Luther-Universitat, Fachbereich Mathematik/Informatik,Postfach 8, D Halle, Abstract

A Finite Element Method for an Ill-Posed Problem. Martin-Luther-Universitat, Fachbereich Mathematik/Informatik,Postfach 8, D Halle, Abstract A Finite Element Method for an Ill-Posed Problem W. Lucht Martin-Luther-Universitat, Fachbereich Mathematik/Informatik,Postfach 8, D-699 Halle, Germany Abstract For an ill-posed problem which has its origin

More information

New Discretizations of Turbulent Flow Problems

New Discretizations of Turbulent Flow Problems New Discretizations of Turbulent Flow Problems Carolina Cardoso Manica and Songul Kaya Merdan Abstract A suitable discretization for the Zeroth Order Model in Large Eddy Simulation of turbulent flows is

More information

Mixed Finite Element Methods. Douglas N. Arnold, University of Minnesota The 41st Woudschoten Conference 5 October 2016

Mixed Finite Element Methods. Douglas N. Arnold, University of Minnesota The 41st Woudschoten Conference 5 October 2016 Mixed Finite Element Methods Douglas N. Arnold, University of Minnesota The 41st Woudschoten Conference 5 October 2016 Linear elasticity Given the load f : Ω R n, find the displacement u : Ω R n and the

More information

A WEAK GALERKIN MIXED FINITE ELEMENT METHOD FOR BIHARMONIC EQUATIONS

A WEAK GALERKIN MIXED FINITE ELEMENT METHOD FOR BIHARMONIC EQUATIONS A WEAK GALERKIN MIXED FINITE ELEMENT METHOD FOR BIHARMONIC EQUATIONS LIN MU, JUNPING WANG, YANQIU WANG, AND XIU YE Abstract. This article introduces and analyzes a weak Galerkin mixed finite element method

More information

Luca F. Pavarino. Dipartimento di Matematica Pavia, Italy. Abstract

Luca F. Pavarino. Dipartimento di Matematica Pavia, Italy. Abstract Domain Decomposition Algorithms for First-Order System Least Squares Methods Luca F. Pavarino Dipartimento di Matematica Universita dipavia Via Abbiategrasso 209 27100 Pavia, Italy pavarino@dragon.ian.pv.cnr.it.

More information

Comparison of V-cycle Multigrid Method for Cell-centered Finite Difference on Triangular Meshes

Comparison of V-cycle Multigrid Method for Cell-centered Finite Difference on Triangular Meshes Comparison of V-cycle Multigrid Method for Cell-centered Finite Difference on Triangular Meshes Do Y. Kwak, 1 JunS.Lee 1 Department of Mathematics, KAIST, Taejon 305-701, Korea Department of Mathematics,

More information

A Posteriori Error Estimation Techniques for Finite Element Methods. Zhiqiang Cai Purdue University

A Posteriori Error Estimation Techniques for Finite Element Methods. Zhiqiang Cai Purdue University A Posteriori Error Estimation Techniques for Finite Element Methods Zhiqiang Cai Purdue University Department of Mathematics, Purdue University Slide 1, March 16, 2017 Books Ainsworth & Oden, A posteriori

More information

PSEUDO-COMPRESSIBILITY METHODS FOR THE UNSTEADY INCOMPRESSIBLE NAVIER-STOKES EQUATIONS

PSEUDO-COMPRESSIBILITY METHODS FOR THE UNSTEADY INCOMPRESSIBLE NAVIER-STOKES EQUATIONS PSEUDO-COMPRESSIBILITY METHODS FOR THE UNSTEADY INCOMPRESSIBLE NAVIER-STOKES EQUATIONS Jie Shen Department of Mathematics, Penn State University University Par, PA 1680, USA Abstract. We present in this

More information

BUBBLE STABILIZED DISCONTINUOUS GALERKIN METHOD FOR STOKES PROBLEM

BUBBLE STABILIZED DISCONTINUOUS GALERKIN METHOD FOR STOKES PROBLEM BUBBLE STABILIZED DISCONTINUOUS GALERKIN METHOD FOR STOKES PROBLEM ERIK BURMAN AND BENJAMIN STAMM Abstract. We propose a low order discontinuous Galerkin method for incompressible flows. Stability of the

More information

On Friedrichs inequality, Helmholtz decomposition, vector potentials, and the div-curl lemma. Ben Schweizer 1

On Friedrichs inequality, Helmholtz decomposition, vector potentials, and the div-curl lemma. Ben Schweizer 1 On Friedrichs inequality, Helmholtz decomposition, vector potentials, and the div-curl lemma Ben Schweizer 1 January 16, 2017 Abstract: We study connections between four different types of results that

More information

STOKES PROBLEM WITH SEVERAL TYPES OF BOUNDARY CONDITIONS IN AN EXTERIOR DOMAIN

STOKES PROBLEM WITH SEVERAL TYPES OF BOUNDARY CONDITIONS IN AN EXTERIOR DOMAIN Electronic Journal of Differential Equations, Vol. 2013 2013, No. 196, pp. 1 28. ISSN: 1072-6691. URL: http://ejde.math.txstate.edu or http://ejde.math.unt.edu ftp ejde.math.txstate.edu STOKES PROBLEM

More information

Numerical Solutions to Partial Differential Equations

Numerical Solutions to Partial Differential Equations Numerical Solutions to Partial Differential Equations Zhiping Li LMAM and School of Mathematical Sciences Peking University Sobolev Embedding Theorems Embedding Operators and the Sobolev Embedding Theorem

More information

element stiffness matrix, 21

element stiffness matrix, 21 Bibliography [1] R. Adams, Sobolev Spaces, Academic Press, 1975. [2] C. Amrouche, C. Bernardi, M. Dauge, and V. Girault, Vector potentials in three-diemnsional nonsmooth domains, Math. Meth. Appl. Sci.,

More information

DISCRETE EXTENSION OPERATORS FOR MIXED FINITE ELEMENT SPACES ON LOCALLY REFINED MESHES

DISCRETE EXTENSION OPERATORS FOR MIXED FINITE ELEMENT SPACES ON LOCALLY REFINED MESHES DISCRETE EXTENSION OPERATORS FOR MIXED FINITE ELEMENT SPACES ON LOCALLY REFINED MESHES MAR AINSWORTH, JOHNNY GUZMÁN, AND FRANCISCO JAVIER SAYAS Abstract. The existence of uniformly bounded discrete extension

More information

Axioms of Adaptivity (AoA) in Lecture 2 (sufficient for optimal convergence rates)

Axioms of Adaptivity (AoA) in Lecture 2 (sufficient for optimal convergence rates) Axioms of Adaptivity (AoA) in Lecture 2 (sufficient for optimal convergence rates) Carsten Carstensen Humboldt-Universität zu Berlin 2018 International Graduate Summer School on Frontiers of Applied and

More information

Weierstraß-Institut. für Angewandte Analysis und Stochastik. Leibniz-Institut im Forschungsverbund Berlin e. V. Preprint ISSN

Weierstraß-Institut. für Angewandte Analysis und Stochastik. Leibniz-Institut im Forschungsverbund Berlin e. V. Preprint ISSN Weierstraß-Institut für Angewandte Analysis und Stochastik Leibniz-Institut im Forschungsverbund Berlin e. V. Preprint ISSN 2198-5855 On the divergence constraint in mixed finite element methods for incompressible

More information

Local discontinuous Galerkin methods for elliptic problems

Local discontinuous Galerkin methods for elliptic problems COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING Commun. Numer. Meth. Engng 2002; 18:69 75 [Version: 2000/03/22 v1.0] Local discontinuous Galerkin methods for elliptic problems P. Castillo 1 B. Cockburn

More information

Energy norm a-posteriori error estimation for divergence-free discontinuous Galerkin approximations of the Navier-Stokes equations

Energy norm a-posteriori error estimation for divergence-free discontinuous Galerkin approximations of the Navier-Stokes equations INTRNATIONAL JOURNAL FOR NUMRICAL MTHODS IN FLUIDS Int. J. Numer. Meth. Fluids 19007; 1:1 [Version: 00/09/18 v1.01] nergy norm a-posteriori error estimation for divergence-free discontinuous Galerkin approximations

More information

A note on accurate and efficient higher order Galerkin time stepping schemes for the nonstationary Stokes equations

A note on accurate and efficient higher order Galerkin time stepping schemes for the nonstationary Stokes equations A note on accurate and efficient higher order Galerkin time stepping schemes for the nonstationary Stokes equations S. Hussain, F. Schieweck, S. Turek Abstract In this note, we extend our recent work for

More information

SUPERCONVERGENCE PROPERTIES FOR OPTIMAL CONTROL PROBLEMS DISCRETIZED BY PIECEWISE LINEAR AND DISCONTINUOUS FUNCTIONS

SUPERCONVERGENCE PROPERTIES FOR OPTIMAL CONTROL PROBLEMS DISCRETIZED BY PIECEWISE LINEAR AND DISCONTINUOUS FUNCTIONS SUPERCONVERGENCE PROPERTIES FOR OPTIMAL CONTROL PROBLEMS DISCRETIZED BY PIECEWISE LINEAR AND DISCONTINUOUS FUNCTIONS A. RÖSCH AND R. SIMON Abstract. An optimal control problem for an elliptic equation

More information

A mixed finite element approximation of the Stokes equations with the boundary condition of type (D+N)

A mixed finite element approximation of the Stokes equations with the boundary condition of type (D+N) wwwijmercom Vol2, Issue1, Jan-Feb 2012 pp-464-472 ISSN: 2249-6645 A mixed finite element approximation of the Stokes equations with the boundary condition of type (D+N) Jaouad El-Mekkaoui 1, Abdeslam Elakkad

More information

INF-SUP CONDITION FOR OPERATOR EQUATIONS

INF-SUP CONDITION FOR OPERATOR EQUATIONS INF-SUP CONDITION FOR OPERATOR EQUATIONS LONG CHEN We study the well-posedness of the operator equation (1) T u = f. where T is a linear and bounded operator between two linear vector spaces. We give equivalent

More information

A MULTIGRID ALGORITHM FOR. Richard E. Ewing and Jian Shen. Institute for Scientic Computation. Texas A&M University. College Station, Texas SUMMARY

A MULTIGRID ALGORITHM FOR. Richard E. Ewing and Jian Shen. Institute for Scientic Computation. Texas A&M University. College Station, Texas SUMMARY A MULTIGRID ALGORITHM FOR THE CELL-CENTERED FINITE DIFFERENCE SCHEME Richard E. Ewing and Jian Shen Institute for Scientic Computation Texas A&M University College Station, Texas SUMMARY In this article,

More information

A Robust Preconditioner for the Hessian System in Elliptic Optimal Control Problems

A Robust Preconditioner for the Hessian System in Elliptic Optimal Control Problems A Robust Preconditioner for the Hessian System in Elliptic Optimal Control Problems Etereldes Gonçalves 1, Tarek P. Mathew 1, Markus Sarkis 1,2, and Christian E. Schaerer 1 1 Instituto de Matemática Pura

More information