Institute for Computational Mathematics Hong Kong Baptist University

Size: px
Start display at page:

Download "Institute for Computational Mathematics Hong Kong Baptist University"

Transcription

1 Institute for Computational Mathematics Hong ong Baptist University ICM Research Report 09-14

2 Superconvergence and Extrapolation Analysis of a Nonconforming Mixed Finite Element Approximation for Time-Harmonic Maxwell s Equations Zhonghua Qiao Changhui Yao Shanghui Jia Abstract In this paper, a nonconforming mixed finite element approximating to the three-dimensional time-harmonic Maxwell s equations is presented. On a uniform rectangular prism mesh, superclose property is achieved for electric field E and magnetic field H with the boundary condition E n = 0 by means of the asymptotic expansion. Applying postprocessing operators, a superconvergence result is stated for the discretization error of the preprocessed discrete solution to the solution itself. To our best knowledge, this is the first global superconvergence analysis of nonconforming mixed finite elements for the Maxwell s equations. Furthermore, the approximation accuracy will be improved by extrapolation method. eywords: nonconforming mixed finite element; superconvergence; extrapolation; time-harmonic Maxwell s equations AMS subject classifications: 65M50, 65M60 Institute for Computational Mathematics & Department of Mathematics, Hong ong Baptist University, owloon Tong, Hong ong. zqiao@hkbu.edu.hk. Corresponding author: Department of Mathematics, Zhengzhou University, Zhengzhou, P.R. China. chyao@lsec.cc.ac.cn. Department of Mathematics, National University of Finance and Economics, Beijing, P.R China. shjia@lsec.cc.ac.cn 1

3 1 Introduction Maxwell s equations describe the evolutions of the electromagnetic fields. Great interests have been shown on the study of Maxwell s equations by finite element methods, see e.g. [1, 4, 5, 8, 9, 10, 18, 19, 20, 22, 2, 24, 25]. Superconvergence of FEMs is a phenomenon that the convergence rate exceeds what general cases can provide, which can be achieved for smoother solutions with structured meshes. Many studies have been conducted for superconvergence analysis, see e.g. [7, 11, 16]. In 1994, Monk initiated the investigation on superconvergence for Maxwell s equations [21]. Recently, Lin and his collaborators systematically developed global superconvergence for the Maxwell s equations using the integral identity methods and postprocessing interpolations. All these works are for conforming finite elements, for example, ECHL element [1] and Nedelec element [12, 16, 29]. However, in the context of nonconforming mixed finite elements for the Maxwell s equations, to our best knowledge, there is no any result for global superconvergence, especially in three-dimensional case. A nonconforming mixed finite element approximation of time-harmonic Maxwell s equations with absorbing boundary condition was developed from the Rannacher-Turek nonconforming element by Douglas etc. in [6]. The O(h 1 2 ) convergence rate for electric field E and magnetic field H in L 2 norm was presented. Unfortunately, the superclose and global superconvergence property cannot be achieved for this element, see the reasons in [14]. The Rannacher-Turek nonconforming element and its variational forms have been studied in many papers, see e.g. [2,, 14, 28, 0]. One of the variational forms of this element is the EQ rot 1 element. In [14], the superclose property was obtained for this EQ rot 1 element for the elliptic problem based on the integral identity formulations. The authors also constructed a postprocess interpolation which resulted in a superconvergence of the order O(h 2 ) in H 1 -seminorm for the discretization error of the preprocessed discrete solution to the solution itself. In [17], asymptotic expansions of the nonconforming finite element EQ rot 1 for the low-frequency time-harmonic Maxwell s equations were presented. Superclose and Superconvergence results of O(h 2 ) error were obtained in the discrete H(curl) space. In this paper, a nonconforming mixed finite element will be developed from the EQ rot 1 element for the three-dimensional time-harmonic Maxwell s equations. Superclose property can be demonstrated through asymptotic expansion method [1], which is much simpler than the integral identity method 2

4 when analyzing the superclose properties for nonconforming finite elements. Superconvergence results can also be derived by a postprocessing procedure. Furthermore, extrapolation operators will be constructed to improve the accuracy based on the asymptotic expansion formulations. This paper is organized as follows. In section 2, based on the mixed formulation of time-harmonic Maxwell s equations, a new nonconforming mixed finite element method is proposed. In section, asymptotic expansion behavior is demonstrated for interpolation error and nonconforming error of the nonconforming mixed finite element. In section 4, superclose and superconvergence analysis of electric field E and magnetic field H is derived, respectively. In section 5, the accuracy is further improved by extrapolation method. To end this paper, we make some concluding remarks in section 6. 2 Time-Harmonic Maxwell s Equations and a Nonconforming Mixed Finite Element Approximation Let be a bounded cubic domain in R with boundary = 6 i, where i, i = 1,, 6 is the front, back, right, left, upper and lower face of, respectively, and denote the unit outward normal n. Consider the following Maxwell s equations [6, 19]: i=1 σe curlh = F, in, (1) iωµh + curle = 0, in, (2) E n = 0, on. () where ω is a given angular frequency, and assume that σ, µ are constants. The existence and uniqueness results for the solution of equations (1) () was given in [26]. A weak formulation of system (1)-() will be as follows: Find (E, H) H 0 (curl, ) (L 2 ()) such that (σe, φ) (H, curlφ) = (F, φ), φ H 0 (curl, ), (4) (iωµh, ψ) + (curle, ψ) = 0, ψ (L 2 ()). (5)

5 where H 0 (curl, ) = {φ (L 2 ()) curl φ (L 2 ()), φ n = 0}. Now we propose a new nonconforming mixed finite element. Let J h be a uniform cube partition of domain, 2h x, 2h y, 2h z is the length, width and height of element, h = max{h x, h y, h z }, h = max {h }, (x, y, z ) be the center of element. Let ˆ = [ 1, 1] be the reference element, then there exists an affine mapping F : ˆ Let ˆQ = ˆQ x ˆQ y ˆQ z, where x = x + h xˆx, y = y + h y ŷ, z = z + h z ẑ. ˆQ x = Span{1, ŷ, ẑ, ŷ 2, ẑ 2 }, ˆQ y = Span{1, ẑ, ˆx, ẑ 2, ˆx 2 }, ˆQ z = Span{1, ˆx, ŷ, ˆx 2, ŷ 2 }. Denote ĝ i, i = 1,, 6, be the front, back, right, left, upper and lower face of the reference element. For ˆφ ˆQ( ˆ), the local interpolation operator on the reference element is defined as : ˆπ : H 0 (curl, ˆ) ˆQ( ˆ) 1 (ˆπ ĝ i ˆφ ˆφ)dŝ 1 = 0, i = 1, 2,, 6, ĝ i ˆ (ˆπ ˆφ ˆφ)dˆxdŷdẑ = 0. (7) ˆ In every element, the local interpolation operator is defined as π φ = (ˆπ ˆφ) F 1, so the interpolation operator π h in the domain is defined as π h φ = π φ. Note that (7) provides fifteen degrees of freedom needed to determine on an element in ˆQ( ˆ). Next let Ŝ = Ŝx Ŝy Ŝz, where Ŝ x = Span{1, ŷ, ẑ}, Ŝ y = Span{1, ẑ, ˆx}, Ŝ z = Span{1, ˆx, ŷ}. 4 (6)

6 and define a local interpolation on the reference element Î : (L2 ( ˆ)) Ŝ( ˆ) as: for ˆψ = ( ˆψ 1, ˆψ 2, ˆψ ) Ŝ( ˆ) (Î ˆψ l ˆψ l )dˆxdŷdẑ = 0, curl(î ˆψ l ˆψ l )dˆxdŷdẑ = 0, l = 1, 2,. (8) ˆ ˆ Here, curl in (8) is the two-dimensional defined as usual: curl ˆψ 1 = ( ˆψ 1 ẑ, ˆψ 1 ), curl ˆψ2 = ( ˆψ 2 ŷ ˆx, ˆψ 2 ), curl ˆψ = ( ˆψ ẑ ŷ, ˆψ ). ˆx In every element, the local interpolation operator I is defined as I ψ = (Î ˆψ) F 1, so the interpolation operator I h in the domain is defined as I h ψ = I ψ. Note that (8) provides nine degrees of freedom needed to determine on an element in Ŝ( ˆ) and that curl ˆQ = Ŝ. The nonconforming mixed finite element space will be defined as V h = {φ [L 2 ()] : φ F ˆQ, J h, φ n = 0}, W h = {ψ [L 2 ()] : ψ F Ŝ, J h}. The discrete mixed finite element formulations of equation (4)-(5) show as follows: Find (E h, H h ) V h W h such that (σe h, φ) h (H h, curlφ) h = (F, φ) φ V h, (9) (iωµh h, ψ) h + (curle h, ψ) h = 0 ψ W h, (10) with the discrete inner product in (L 2 ()) is defined by (u h, v h ) h = u h v h dxdydz, u h, v h V h or W h. and norm u h 0 = ( u 2 hdxdydz)

7 A traditional error estimation E E h 0 + H H h 0 Ch( E 2 + H 2 ), (11) can be derived with the boundary condition (). The error estimation technique can be found in [27]. From the discussion in the next three sections, we can see that this new nonconforming mixed element has a global superconvergence property by constructing a postprocess operator which has an O(h 2 ) accuracy, and has O(h 4 ) accuracy by extrapolation method. Asymptotic Expansion Formulations In this section, the main aim is to derive asymptotic expansion formulations of interpolation error and nonconforming error. φ H 0 (curl, ), ψ (L 2 ()), D((E, H); (φ, ψ)) (σe, φ) (H, curlφ) + (iωµh, ψ) + (curle, ψ), and φ h V h, ψ h W h, D h ((E h, H h ); (φ h, ψ h )) (σe h, φ h ) h (H h, curlφ h ) h +(iωµh h, ψ h ) h +(curle h, ψ h ) h. From (4)-(5) and (9)-(10), φ V h, ψ W h, we have D h ((E E h, H H h ); (φ, ψ)) = < H, φ n > h, where < H, φ n > h = Hφ nds. And D h ((E h π h E, H h I h H); (φ, ψ)) =< H, φ n > h +D((E π h E, H I h H); (φ, ψ)). (12) Next, some useful asymptotic expansion formulations of (12) will be shown, and more details can be seen in [1]. Let E = (E 1, E 2, E ), H = (H 1, H 2, H ), φ = (φ 1, φ 2, φ ), ψ = (ψ 1, ψ 2, ψ ). For different Êi and Ĥi, i = 1, 2, on the reference element ˆ, their interpolations ˆπ ˆÊ i, Î ˆĤ i, i = 1, 2, are shown in the following two tables respectively 6

8 When Ê i 1 ˆx ŷ ẑ ˆxŷ ˆxẑ ŷẑ ˆx 2 ŷ 2 ẑ 2 ˆπ ˆÊ 1 ˆx ŷ ˆx 2 ŷ 2 1 ˆπ ˆÊ 2 1 ˆx 0 ẑ ˆx 2 1 ẑ 2 1 ˆπ ˆÊ ŷ ẑ ŷ 2 ẑ 2 Ê i ˆx ŷ ẑ ˆx 2 ŷ ˆxŷ 2 ˆx 2 ẑ ˆxẑ 2 ŷ 2 ẑ ŷẑ 2 ˆxŷẑ 1 1 ˆπ ˆÊ ˆx ŷ 0 ŷ ˆx 0 1 ˆx 0 1 ŷ 0 1 ˆπ ˆÊ 2 ˆx 0 ẑ 0 ˆx 1 1 ẑ ˆx 1 ẑ ˆπ ˆÊ 1 0 ŷ ẑ ŷ 0 1 ẑ ẑ ŷ 0 Ĥ i 1 ˆx ŷ ẑ ˆxŷ ˆxẑ ŷẑ ˆx 2 ŷ 2 ẑ Î ˆĤ 1 ˆx ŷ Î ˆĤ 2 1 ˆx 0 ẑ Î ˆĤ ŷ ẑ Ĥ i ˆx ŷ ẑ ˆx 2 ŷ ˆxŷ 2 ˆx 2 ẑ ˆxẑ 2 ŷ 2 ẑ ŷẑ 2 ˆxŷẑ 1 1 Î ˆĤ ˆx ŷ 0 ŷ ˆx 0 1 ˆx 0 1 ŷ 0 1 Î ˆĤ 2 ˆx 0 ẑ 0 ˆx 1 1 ẑ ˆx 1 ẑ Î ˆĤ 1 0 ŷ ẑ ŷ 0 1 ẑ ẑ ŷ 0 we call the mesh J h is uniform [1]. h 1 h x, h 2 h y, h h z, J h, (1) Theorem.1. Assume that E (H 4 ()) H 0 (curl, ) and mesh J h is uniform, we have (σ(e π h E), φ) h = O(h 4 ) E 4 φ 0, φ V h. (14) 1 1 Proof: From (σ(e π h E), φ) h = ( σ(e1 π E 1 ) φ 1 ) +σ(e 2 π E 2 ) φ 2 + σ(e π E ) φ dxdydz, Here we only consider one term. Let bilinear form B(Ê1, ˆφ 1 ) = (Ê1 ˆπ ˆÊ 1 ) ˆφ 1 dˆxdŷdẑ, ˆ 7

9 then we have B(Ê1, ˆφ 1 ) C Ê1 4, ˆ ˆφ 1 0, ˆ. Here and after let ˆφ 1 = (1, ŷ, ẑ, ŷ 2, ẑ 2 ). By calculating, B(ŷ, ˆφ 1 ) = (ŷ ŷ)(1, ŷ, ẑ, ŷ 2, ẑ 2 )dˆxdŷdẑ ˆ = (0, 1, 0, 0, 0) = 1 Ê 1ŷŷŷ ˆφ1ŷ dˆxdŷdẑ, Ê 1 = ŷ, 45 ˆ B(ẑ, ˆφ 1 ) = 1 Ê 1ẑẑẑ ˆφ1ẑ dˆxdŷdẑ, Ê 1 = ẑ, 45 Let B(Ê1, ˆφ 1 ) = 1 45 we find B( ˆP /{ŷ, ẑ }, ˆφ 1 ) = 0. ˆ ˆ Ê 1ŷŷŷ ˆφ1ŷ dˆxdŷdẑ 1 Ê 1ẑẑẑ ˆφ1ẑ dˆxdŷdẑ + G(Ê1, 45 ˆφ 1 ), ˆ G( ˆP, ˆφ 1 ) = 0. Therefore, by Bramble Hilbert Lemma [see Lemma 2.6, [1]], we have B(Ê1, ˆφ 1 ) = 1 45 ˆ (Ê1ŷŷŷ ˆφ 1ŷ + Ê1ẑẑẑ ˆφ 1ẑ )dˆxdŷdẑ + O(1) Ê1 4, ˆ ˆφ 1 0, ˆ. Hence, if the partition is uniform σ(e 1 π E 1 ) φ 1 dxdydz = σ ( h4 y E 1yyy φ 1y dxdydz h4 z E 1zzz φ 1z dxdydz) + O(h 4 ) E 1 4 φ = σ( h4 y E 1yyyy φ 1 dxdydz + h4 z E 1zzzz φ 1 dxdydz) + O(h 4 ) E 1 4 φ 1 0. (15) Here we use integration by parts and the continuity of φ 1 on the interface of two adjoint element. We also need the boundary condition E n = 0, which implies E 1, E equal to 0 on 1, 2, E, E 2 equal to 0 on, 4, and E 2, E 1 equal to 0 on 5, 6. That means that all the tangential directional of E i equal to 0 on the corresponding faces. 8

10 Similarly, σ(e 2 π E 2 ) φ 2 dxdydz = σ ( h 4 x E 2xxxx φ 2 dxdydz + h4 z E 2zzzz φ 2 dxdydz ) O(h 4 ) E 2 4 φ 2 0, (16) σ(e π E ) φ dxdydz = σ ( h 4 x E xxxx φ dxdydz + h4 y E yyyy φ dxdydz ) O(h 4 ) E 4 φ 0. (17) Combining (15) (17), we can finish the proof. Theorem.2. Assume that H (H 4 ()) and mesh J h is uniform, we have where ψ 1h = (iωµ(h I h H), ψ) h = O(h 4 ) H 4 ψ 1h, ψ W h. (18) ( (Dα ψ) 2 ) 1/2. α 1 Proof: Now we consider the asymptotic expansion for (iωµ(h I H), ψ) h = (iωµ(h 1 I H 1 ) ψ 1 +iωµ(h 2 I H 2 ) ψ 2 + iωµ(h I H ) ψ )dxdydz. Here and after denote ˆψ = (1, ˆx, ŷ). Let bilinear form B(Ĥ, ˆψ ) = (Ĥ Î ˆĤ ) ˆψ dˆxdŷdẑ. ˆ Then we have B(Ĥ, ˆψ ) C Ê 4, ˆ ˆψ 0, ˆ. 9

11 By calculating B(ˆx, ˆψ ) = (ˆx ˆx)(1, ˆx, ŷ)dˆxdŷdẑ ˆ = (0, 1, 0) = 1 Ĥ ˆxˆxˆx ˆψˆx dˆxdŷdẑ, Ĥ = ˆx, 45 ˆ B(ŷ, ˆψ ) = 1 Ĥ ŷŷŷ ˆψŷ dˆxdŷdẑ, Ĥ = ŷ, 45 B( ˆP /{ˆx, ŷ }, ˆψ ) = 0. ˆ Let B(Ĥ, ˆψ ) = 1 (Ĥˆxˆxˆx 45 ˆψ ˆx + Ĥŷŷŷ ˆψ ŷ )dˆxdŷdẑ + G (Ĥ, ˆψ ). ˆ We have G ( ˆP, ˆψ ) = 0. Therefore, B(Ĥ, ˆψ ) = 1 45 (Ĥˆxˆxˆx ˆψ ˆx + Ĥŷŷŷ ˆψ ŷ )dˆxdŷdẑ + O(1) Ĥ 4, ˆ ˆψ 0, ˆ. ˆ Hence, iωµ(h I h H )ψ dxdydz = iωµ ( h4 x H xxx ψ x dxdydz h4 y H yyy ψ y dxdydz) O(h 4 ) H 4 ψ 0. (19) Similarly, iωµ(h 2 I h H 2 )ψ 2 dxdydz = iωµ ( h4 x H 2xxx ψ 2x dxdydz h4 z H 2zzz ψ 2z dxdydz) O(h 4 ) H 2 4 ψ 2 0, (20) 10

12 iωµ(h 1 I h H 1 )ψ 1 dxdydz = iωµ ( h4 y H 1yyy ψ 1y dxdydz h4 z H 1zzz ψ 1z dxdydz) O(h 4 ) H 1 4 ψ 1 0. (21) For (19) (21), using Cauchy-Schwartz inequality, we can get (18). Now we can finish the proof. Theorem.. Assume that H (H 4 ()) and mesh J h is uniform, we have where φ 2h = ((H I h H), curlφ) h = O(h 4 ) H 4 φ 2h, φ V h. (22) ( (Dα φ) 2 ) 1/2. α 2 Proof: From ((H I H), curlφ) h = [(H 1 I h H 1 )(φ y φ 2z ) (H 2 I h H 2 )(φ x φ 1z ) + (H I h H )(φ 2x φ 1y )]dxdydz. Only consider the first term (H 1 I h H 1 )φ y dxdydz. Here and after, denote ˆφ = (1 ˆx ŷ ˆx 2 ŷ 2 ), ˆφ ŷ = ( ŷ). Let bilinear form then B(Ĥ1, ˆφ ) = (Ĥ1 Î ˆĤ 1 ) ˆφ ŷ dˆxdŷdẑ, ˆ B(Ĥ1, ˆφ ) C Ĥ1 4 ˆφ 0. By calculating, B(ŷ, ˆφ ) = ˆ(ŷ ŷ)( ŷ)dˆxdŷdẑ = 1 45 B( ˆP /{ŷ }, ˆφ ) = 0. ˆ Ĥ 1ŷŷŷ ˆφŷŷ dˆxdŷdẑ, Ĥ 1 = ŷ Let B(ŷ, ˆφ ) = 1 45 ˆ Ĥ 1ŷŷŷ ˆφŷŷ dˆxdŷdẑ + G(Ĥ1, ˆφ ), 11

13 then Therefore, B(Ĥ1, ˆφ ) = 1 45 ˆ G( ˆP, ˆφ ) = 0. Ĥ 1ŷŷŷ ˆφŷŷ dˆxdŷdẑ + O(1) Ĥ1 4, ˆ ˆφ 0, ˆ. Hence, integration by parts and if the partition is uniform, we have 1 I h H 1 )φ y dxdydz = (H (H 1 I H 1 )φ y dxdydz = h4 y H 1yyy φ yy dxdydz + O(h 4 ) H 1 4 φ = O(h 4 ) H 1 4 φ 2h (2) Similarly, (H 1 I h H 1 )φ 2z dxdydz = O(h 4 ) H 1 4 φ 2 2h, (24) (H 2 I h H 2 )φ x dxdydz = O(h 4 ) H 2 4 φ 2h, (25) (H 2 I h H 2 )φ 1z dxdydz = O(h 4 ) H 2 4 φ 1 2h, (26) (H I h H )φ 2x dxdydz = O(h 4 ) H 4 φ 2 2h, (27) (H I h H )φ 1y dxdydz = O(h 4 ) H 4 φ 1 2h. (28) Combining (2) (28), we can finish the proof. Theorem.4. Assume that E H 0 (curl, ), we have (curl(e π h E), ψ) h = 0, ψ W h. (29) Proof: By the definition of interpolation operator π h and curlψ span{1}, we have (curl(e π h E), ψ) h = ((E π h E), curlψ) h + < (E π h E) n, ψ > h = 0. 12

14 Theorem.5. Assume that H (H 5 ()) and mesh J h is uniform, we have the nonconforming error < H, φ n > h = h2 x (H 1xxy φ H 1xxz φ 2 )dxdydz + h2 y (H 2yyz φ 1 H 2xyy φ )dxdydz + h2 z (H xzz φ 2 H yzz φ 1 )dxdydz +O(h 4 ) H 5 φ 2h, φ V h. (0) Proof: Let < H, φ n > h = H φ nds = [( )(H φ 1 H 1 φ )dxdz + ( g 2 g 1 +( )(H 1 φ 2 H 2 φ 1 )dxdy]. g 5 g 6 g 4 g )(H 2 φ H φ 2 )dydz Our task is to show that the summation of face-integrate is of high-order, and even has an error expansion. The technique is to approximate the integrate φ i, i = 1, 2, on each face g j, j = 1, 2,, 6 by its conforming part, average φ gj i = 1 g j g j φ i ds, which has continuity between elements, and we can also utilize the boundary condition φ n = 0 on. Hence, the summation [( )(H φ1 H 1 φ )dxdz + ( )(H 2 φ H φ2 )dydz g 2 g 1 g 4 g +( )(H 1 φ2 H 2 φ1 )dxdy] = 0. g 5 g 6 For convenience, we only consider one term, and the other is similar. ( )H φ 1 dxdz = ( )H (φ 1 φ 1 )dxdz. g 2 g 1 g 2 g 1 By the expansion [1] (φ 1 φ 1 ) gj = (z z )φ 1z ( (z z ) 2 + h2 z 1 )φ 1zz, j = 1, 2, 2

15 we have ( g 2 = ( = = = h2 z = h2 z g 2 )H (φ 1 φ 1 ) g 1 )H ((z z )φ 1z ( (z z ) 2 + h2 z g 1 )φ 1zz )φ 1zz 2 )dxdz [H ((z z )φ 1z ( (z z ) 2 + h2 z 2 )] ydydxdz H y ((z z )φ 1z ( (z z ) 2 + h2 z )φ 1zz 2 )dxdydz H yz φ 1z dxdydz 4h4 z H yzz φ 1zz dxdydz + O(h 4 ) H 5, φ 1 0,. 45 H yz φ 1z dxdydz + O(h 4 ) H 5, φ 1 2,. Integrating by parts, we have [( )H (φ 1 φ 1 )] g 2 g 1 = [ h2 z H yzz φ 1 dxdydz + O(h 4 ) H 5, φ 2, ]. Similarly, [( = g 2 [ h2 x )( H 1 (φ φ ))dxdz] g 1 H 1xxy φ dxdydz + O(h 4 ) H 5, φ 2, ]. Here we need the boundary condition φ n = 0 on. Therefore, [( )((H φ 1 H 1 φ ))dxdz] g 2 g 1 = [ h2 z H yzz φ 1 dxdydz + h2 x H 1xxy φ dxdydz + O(h 4 ) H 5, φ 2, ]. (1) 14

16 Similarly, [( )(H 2 φ H φ 2 )dydz] g 4 g = [ h2 2 H 2xyy φ dxdydz + h2 H xzz φ 2 dxdydz +O(h 4 ) H 5, φ 2, ], (2) [( )(H 1 φ 2 H 2 φ 1 )dxdy] g 5 g 6 = [ h2 1 H 1xxz φ 2 dxdydz + h2 2 H 2yyz φ 1 dxdydz +O(h 4 ) H 5, φ 2, ]. () When the mesh J h is uniform, combining (1)-(), we can end the proof. 4 Superclose and Superconvergence Analysis Now based on the theorems in Section, we can get the principal superclose result in this paper. Theorem 4.1. Let (E, H) and (E h, H h ) be the solution of (4)-(5) and (9)- (10), respectively, π h E V h and I h H W h be the interpolations of E and H, respectively. Assume (E, H) (H 0 (curl, ) (H ()) ) (H ()) and the mesh J h is uniform, we have E h π h E 0 + H h I h H 0 Ch 2 ( E + H ). (4) Proof: φ H 0 (curl, ), ψ (L 2 ()), φ h V h, ψ h W h, from the definition of D((E, H); (φ, ψ)), D h ((E h, H h ); (φ h, ψ h )), and Theorem.1 Theorem.5, we can get E h π h E H h I h H 2 0 D h ((E h π h E, H h I h H), (E h π h E, H h I h H)) < H, (E h π h E) n > h + D h ((E π h E, H I h H), (E π h E, H I h H)) = O(h 2 )( E + H )( E h π h E 0 + H h I h H 0 ). 15

17 Then (4) follows. Based on Theorem 4.1 and theory of constructing post-processing operator in [1, 15], there exists a post-processing operator Π 1 2h such that 1.Π 1 2hφ Q 111 (τ), φ (L 2 ()), (5) 2. Π 1 2hφ φ 0,τ Ch 2 φ 2,τ, φ (L 2 ()), (6). Π 1 2hφ 0,τ C φ 0,τ, φ V h, (7) 4. Π 1 2hπ h φ = Π 1 2hφ, φ (L 2 ()), (8) where τ can be constructed by merging the adjacent 8 elements into a big element. The postprocessing operator Π 1 2h can be defined by the following procedure. Let τ J 2h consist of elements i J h, i = 1, V h (τ) denotes the space of nonconforming finite element functions of V h restricted onto τ. We define the local interpolation operator Π 1 2h : V h(τ) Q 111 (τ) by (Π 1 2hE E)dxdydz = 0, i = 1, 2,, 8. i It can be shown that the interpolation operator Π 1 2h is uniquely defined. Here, we can also construct a post-processing operator I2h 1 concerning electric fields H, such that I2h 1 H Q 111(τ) with properties (5)-(8) replacing V h with W h in (7). (I2hH 1 H)dxdydz = 0, i = 1, 2,, 8. i Therefore, we have the superconvergence result: Theorem 4.2. Let (E, H) and (E h, H h ) be the solution of (4)-(5) and (9)- (10), respectively. Assume (E, H) (H 0 (curl, ) (H ()) ) (H ()) and the mesh J h is uniform, we have Proof: By (8) E Π 1 2hE h 0 + H I 1 2hH h 0 Ch 2 ( E + H ). (9) I 1 2hH h H = I 1 2hH h I 1 2hI h H + I 1 2hI h H H. 16

18 By (6)(7) and Theorem.2 I2hH 1 h H 0 C H h I h H 0 + Ch 2 H 2 = O(h 2 ) H. Similarly, Π 1 2hE h E 0 = O(h 2 ) E. Hence, (9) follows. 5 Extrapolation Extrapolation is also viewed as a superconvergence technique. In this section, we will discuss an extrapolation of the preprocessed discrete solution. In order to obtain asymptotic error expansion, we need to construct the following auxiliary equations: Find (Ẽ, H) H 0 (curl, ) (L 2 ()) such that (σẽ, φ) ( H, curlφ) = S h (φ), φ H 0 (curl, ), (40) (iωµ H, ψ) + (curlẽ, ψ) = 0, ψ (L2 ()), (41) with the regularity property [19] of the solution (Ẽ, H): where Ẽ 2 + H 2 C( E + H ). S h (φ) = h2 x (H h 2 1xxy φ H 1xxz φ 2 )dxdydz + h2 y (H h 2 2yyz φ 1 H 2xyy φ )dxdydz + h2 z (H h 2 xzz φ 2 H yzz φ 1 )dxdydz. Obviously, S h has the following property S h = S h. 2 Let (Ẽh, H h ) V h W h be the finite element solution approximation of (Ẽ, H), i.e., (σẽh, φ) h ( H h, curlφ) h = S h (φ), φ V h, (42) (iωµ H h, ψ) h + (curlẽh, ψ) h = 0, ψ W h. (4) 17

19 Theorem 5.1. Assume (E, H) (H 0 (curl, ) (H 4 ()) ) (H 5 ()), (π h E, I h H) are the interpolation of (E, H), (E h, H h ) and (Ẽh, H h ) are the finite element approximations of (E, H) and (Ẽ, H), respectively. Then we have the following estimations E h π h E h 2 Ẽ h 0 = O(h 4 )( E 4 + H 5 ), (44) H h I h H h 2 Hh 0 = O(h 4 )( E 4 + H 5 ). (45) Proof: From Theorem.1.5 and the discrete auxiliary equation (42)-(4), we have D h ((E h π h E h 2 Ẽ h, H h I h H h 2 h); (φ, ψ)) = D h ((E h E, H h H); (φ, ψ)) + D h ((E π h E, H I h H); (φ, ψ)) h 2 D h ((Ẽh, H h ); (φ, ψ)) =< H, φ n > h h 2 D h ((Ẽh, H h ); (φ, ψ)) + D h ((E π h E, H I h H); (φ, ψ)) = O(h 4 ) H 5 φ 2h + O(h 4 )( E 4 + H 4 )( φ 0 + ψ 1h ) = O(h 4 )( E 4 + H 5 )( φ 2h + ψ 2h ). f (L 2 ()), there exists (u, v) [H 0 (curl, ) (H 2 ()) ] (H 2 ()) such that (σφ, u) (ψ, curlu) = (φ, f), φ H 0 (curl, ), (iωµψ, v) + (curlφ, v) = 0, ψ (L 2 ()). with the regularity property [19]: u 2 + v 2 C f 0. Suppose that (u h, v h ) is the mixed nonconforming finite element solution of (u, v), respectively, then Thus, we have (σφ, u h ) h (ψ, curlu h ) h = (φ, f), φ V h, (iωµψ, v h ) h + (curlφ, v h ) h = 0, ψ W h. D h ((φ, ψ); (u h, v h )) = (φ, f), φ V h, ψ W h. Take φ = E h π h E h 2 Ẽ h, ψ = H h I h H h 2 Hh, we get (E h π h E h 2 Ẽ h, f) = D h ((E h π h E h 2 Ẽ h, H h I h H h 2 Hh ); (u h, v h )) = O(h 4 )( E 4 + H 5 )( u h 2h + v h 2h ). 18

20 Note that u h 2h u h π h u 2h + π h u u 2h + u 2 Ch 1 u h π h u 1h + C u 2 C u 2 C f 0 v h 2h C f 0. Therefore, f (L 2 ()), there exists (E h π h E h 2 Ẽ h, f) = O(h 4 )( E 4 + H 5 ) f 0 Let f = E h π h E h 2 Ẽ h, we have E h π h E h 2 Ẽ h 0 = O(h 4 )( E 4 + H 5 ). Similarly, g (L 2 ()), there exists (w, p) [H 0 (curl, ) (H 2 ()) ] (H 2 ()) such that (σφ, w) (ψ, curlw) = 0, φ H 0 (curl, ), (iωµψ, p) + (curlφ, p) = (ψ, g), ψ (L 2 ()). with the regularity property [19]: w 2 + p 2 technique, we have C g 0. Using the same H h I h H h 2 Hh 0 = O(h 4 )( E 4 + H 5 ). Now we can finish the proof. Let τ = 64 i J 4h with i J h. The interpolation operator Π 4h and I 4h i=1 can be defined by: Π 4hE Q (τ), I 4hH Q (τ), i (Π 4hE E)dxdydz = 0, i = 1, 2,, 64. i (I 4hH H)dxdydz = 0, i = 1, 2,, 64, 19

21 with the properties Π 4hπ h E = Π 4hE, Π 4hv 0 v 0, v V h, Π 4hE E 0 ch 4 E 4, E (H 4 ()), I4hI h H = I4hH, I4hw 0 w 0, w W h, I4hH H 0 ch 4 H 4, H (H 4 ()). Theorem 5.2. Under the condition of Theorem 5.1, we have the following estimations, Π 4h Π 4hE h E h 2 Ẽ 0 = O(h 4 )( E 4 + H 5 ), (46) I 4hH h H h 2 H 0 = O(h 4 )( E 4 + H 5 ). (47) Proof: By Theorem 5.1, and the properties of interpolation operator, we have Π 4hE h E h 2 Ẽ = Π 4h(E h π h E h 2 Ẽ h ) +(Π 4hπ h E E) + h 2 (Π 4hẼh Ẽ) = Π 4h(E h π h E h 2 Ẽ h ) + (Π 4hE E) +h 2 (Π 4hẼh Π 4hπ h Ẽ) + h 2 (Π 4hπ h Ẽ Ẽ) = O(h 4 )( E 4 + H 5 ) + h 2 Π 4h(Ẽh π h Ẽ) + h 2 (Π 4hẼ Ẽ) = O(h 4 )( E 4 + H 5 ). Here, we also need the superclose results and the regularity property of Ẽ. Therefore, we get (46). The same to (47). Then we can finish the proof. In order to use extrapolation technique, we can divide each i J h into 8 small congruent element i,j,k J h/2, (i, j, k = 1, 2), and the corresponding nonconforming mixed finite element space is denoted by V h/2 W h/2. Let (E h/2, H h/2 ) V h/2 W h/2 and (Π 4h, I 4h ) be the finite element approximation and the interpolation operator with respect to the new partition. With the help of Theorem 5.2, we can improve the accuracy by applying the Richardson extrapolation. 20

22 Let Ěh = Π 4h E h, Ȟh = I4h H h. Compute (Eh extra, Hh extra ) by the following formulas: E extra h H extra h = 4Ěh/2 Ěh, (48) = 4Ȟh/2 Ȟh. (49) Theorem 5.. Under the condition of Theorem 5.1, we have the following estimations to (Eh extra, Hh extra ), Eh extra E 0 = O(h 4 )( E 4 + H 5 ), (50) Hh extra H 0 = O(h 4 )( E 4 + H 5 ). (51) Proof: First, we prove (50). By Theorem 5.2, we have 4Ěh/2 Ěh E = 4(Ěh/2 E ( h 2 )2 Ẽ) (Ěh E h 2 Ẽ) = O(h 4 )( E 4 + H 5 ). Then (50) follows. The same to (51). Now we can finish the proof. 6 Conclusion In this paper, we propose a new nonconforming mixed finite element approximation to the three-dimensional time-harmonic Maxwell s equations. By asymptotic expansion of interpolation error and nonconforming error, we can make a conclusion that this mixed finite element has superclose property. Global superconvergence property is also achieved by constructing a postprocess operator, which means it can improve the approximation order from O(h) to O(h 2 ) with boundary condition E n = 0. Furthermore, by constructing extrapolation operators, we can present O(h 4 ) approximations in the sense of L 2 norm. Acknowledgement The authors would like to express their grateful thanks to Professor Qun Lin at Chinese Academy of Sciences and Professor Tao Tang at Hong ong Baptist University for their beneficial discussions. The first author is partially supported by Hong ong Baptist university grant FRG/08-09/II-5. 21

23 References [1] H. Ammari and J.-C. Nédélec. Low-frequency electromagnetic scattering. SIAM J. Math. Anal., 1(4):86 861, [2] Zhiqiang Cai, Jim Douglas, Jr., and Xiu Ye. A stable nonconforming quadrilateral finite element method for the stationary Stokes and Navier- Stokes equations. Calcolo, 6(4):215 22, [] Zhiqiang Cai and Xiu Ye. A mixed nonconforming finite element for linear elasticity. Numer. Methods Partial Differential Equations, 21(6): , [4] Zhiming Chen, Qiang Du, and Jun Zou. Finite element methods with matching and nonmatching meshes for Maxwell equations with discontinuous coefficients. SIAM J. Numer. Anal., 7(5): (electronic), [5] P. Ciarlet, Jr. and Jun Zou. Fully discrete finite element approaches for time-dependent Maxwell s equations. Numer. Math., 82(2):19 219, [6] Jim Douglas, Jr., Juan E. Santos, and Dongwoo Sheen. A nonconforming mixed finite element method for Maxwell s equations. Math. Models Methods Appl. Sci., 10(4):59 61, [7] Graeme Fairweather, Qun Lin, Yanping Lin, Junping Wang, and Shuhua Zhang. Asymptotic expansions and Richardson extrapolation of approximate solutions for second order elliptic problems on rectangular domains by mixed finite element methods. SIAM J. Numer. Anal., 44(): , [8] R. Hiptmair. Finite elements in computational electromagnetism. Acta Numer., 11:27 9, [9] Andreas irsch and Peter Monk. A finite element/spectral method for approximating the time-harmonic Maxwell system in R. SIAM J. Appl. Math., 55(5): , [10] Jichun Li. Error analysis of finite element methods for -D Maxwell s equations in dispersive media. J. Comput. Appl. Math., 188(1): ,

24 [11] Jia-fu Lin and Qun Lin. Global superconvergence of the mixed finite element methods for 2-D Maxwell equations. J. Comput. Math., 21(5):67 646, 200. [12] Qun Lin and Jichun Li. Superconvergence analysis for Maxwell s equations in dispersive media. Math. Comp., 77(262): , [1] Qun Lin and Jiafu Lin. Finite Element Methods:Accuracy and Improvement, Science Press, Beijing, [14] Qun Lin, Lutz Tobiska, and Aihui Zhou. Superconvergence and extrapolation of non-conforming low order finite elements applied to the Poisson equation. IMA J. Numer. Anal., 25(1): , [15] Qun Lin and Ningning Yan. Construction and Analysis for Efficient Finite Element Methods (in Chinese).HeiBei University Press, [16] Qun Lin and Ningning Yan. Global superconvergence for Maxwell s equations. Math. Comp., 69(229): , [17] Qun Lin, Changhui Yao, and Shanghui Jia. Asymptotic expansion and superconvergence analysis for maxwell s equations by nonconforming finte element methods. Submitted to J. Comput. Math.,2009. [18] Ch. G. Makridakis and P. Monk. Time-discrete finite element schemes for Maxwell s equations. RAIRO Modél. Math. Anal. Numér., 29(2): , [19] Peter Monk. A finite element method for approximating the timeharmonic Maxwell equations. Numer. Math., 6(2):24 261, [20] Peter Monk. An analysis of Nédélec s method for the spatial discretization of Maxwell s equations. J. Comput. Appl. Math., 47(1): , 199. [21] Peter Monk. Superconvergence of finite element approximations to Maxwell s equations. Numer. Methods Partial Differential Equations, 10(6):79 812, [22] Peter Monk. A posteriori error indicators for Maxwell s equations. J. Comput. Appl. Math., 100(2):17 190,

25 [2] Peter Monk. Finite element methods for Maxwell s equations. Numerical Mathematics and Scientific Computation. Oxford University Press, New York, 200. [24] J.-C. Nédélec. Mixed finite elements in R. Numer. Math., 5():15 41, [25] J.-C. Nédélec. A new family of mixed finite elements in R. Numer. Math., 50(1):57 81, [26] Juan E. Santos and Dongwoo Sheen. On the existence and uniqueness of solutions to Maxwell s equations in bounded domains with application to magnetotellurics. Math. Models Methods Appl. Sci., 10(4): , [27] Dongyang Shi and Lifang Pei. Low order Crouzeix-Raviart type nonconforming finite element methods for approximating Maxwell s equations. Int. J. Numer. Anal. Model., 5():7 85, [28] Martin Stynes and Lutz Tobiska. The streamline-diffusion method for nonconforming Q rot 1 elements on rectangular tensor-product meshes. IMA J. Numer. Anal., 21(1):12 142, [29] Hehu Xie. Extrapolation of the Nédélec element for the Maxwell equations by the mixed finite element method. Adv. Comput. Math., 29(2):15 145, [0] Xiu Ye. Superconvergence of nonconforming finite element method for the Stokes equations. Numer. Methods Partial Differential Equations, 18(2):14 154,

LOW ORDER CROUZEIX-RAVIART TYPE NONCONFORMING FINITE ELEMENT METHODS FOR APPROXIMATING MAXWELL S EQUATIONS

LOW ORDER CROUZEIX-RAVIART TYPE NONCONFORMING FINITE ELEMENT METHODS FOR APPROXIMATING MAXWELL S EQUATIONS INTERNATIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 5, Number 3, Pages 373 385 c 28 Institute for Scientific Computing and Information LOW ORDER CROUZEIX-RAVIART TYPE NONCONFORMING FINITE ELEMENT

More information

PAijpam.eu NEW H 1 (Ω) CONFORMING FINITE ELEMENTS ON HEXAHEDRA

PAijpam.eu NEW H 1 (Ω) CONFORMING FINITE ELEMENTS ON HEXAHEDRA International Journal of Pure and Applied Mathematics Volume 109 No. 3 2016, 609-617 ISSN: 1311-8080 (printed version); ISSN: 1314-3395 (on-line version) url: http://www.ijpam.eu doi: 10.12732/ijpam.v109i3.10

More information

HEXAHEDRAL H(DIV) AND H(CURL) FINITE ELEMENTS

HEXAHEDRAL H(DIV) AND H(CURL) FINITE ELEMENTS HEXAHEDRAL H(DIV) AND H(CURL) FINITE ELEMENTS RICHARD S. FAL, PAOLO GATTO, AND PETER MON Abstract. We study the approximation properties of some finite element subspaces of H(div; Ω) and H(curl ; Ω) defined

More information

An anisotropic, superconvergent nonconforming plate finite element

An anisotropic, superconvergent nonconforming plate finite element Journal of Computational and Applied Mathematics 220 (2008 96 0 www.elsevier.com/locate/cam An anisotropic, superconvergent nonconforming plate finite element Shaochun Chen a,liyin a, Shipeng Mao b, a

More information

Nedelec elements for computational electromagnetics

Nedelec elements for computational electromagnetics Nedelec elements for computational electromagnetics Per Jacobsson, June 5, 2007 Maxwell s equations E = jωµh () H = jωεe + J (2) (εe) = ρ (3) (µh) = 0 (4) J = jωρ (5) Only three of the equations are needed,

More information

A multipoint flux mixed finite element method on hexahedra

A multipoint flux mixed finite element method on hexahedra A multipoint flux mixed finite element method on hexahedra Ross Ingram Mary F. Wheeler Ivan Yotov Abstract We develop a mixed finite element method for elliptic problems on hexahedral grids that reduces

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

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

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

PREPRINT 2010:23. A nonconforming rotated Q 1 approximation on tetrahedra PETER HANSBO

PREPRINT 2010:23. A nonconforming rotated Q 1 approximation on tetrahedra PETER HANSBO PREPRINT 2010:23 A nonconforming rotated Q 1 approximation on tetrahedra PETER HANSBO Department of Mathematical Sciences Division of Mathematics CHALMERS UNIVERSITY OF TECHNOLOGY UNIVERSITY OF GOTHENBURG

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

An interpolation operator for H 1 functions on general quadrilateral and hexahedral meshes with hanging nodes

An interpolation operator for H 1 functions on general quadrilateral and hexahedral meshes with hanging nodes An interpolation operator for H 1 functions on general quadrilateral and hexahedral meshes with hanging nodes Vincent Heuveline Friedhelm Schieweck Abstract We propose a Scott-Zhang type interpolation

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

A mixed nite volume element method based on rectangular mesh for biharmonic equations

A mixed nite volume element method based on rectangular mesh for biharmonic equations Journal of Computational and Applied Mathematics 7 () 7 3 www.elsevier.com/locate/cam A mixed nite volume element method based on rectangular mesh for biharmonic equations Tongke Wang College of Mathematical

More information

THE PATCH RECOVERY FOR FINITE ELEMENT APPROXIMATION OF ELASTICITY PROBLEMS UNDER QUADRILATERAL MESHES. Zhong-Ci Shi and Xuejun Xu.

THE PATCH RECOVERY FOR FINITE ELEMENT APPROXIMATION OF ELASTICITY PROBLEMS UNDER QUADRILATERAL MESHES. Zhong-Ci Shi and Xuejun Xu. DISCRETE AND CONTINUOUS Website: http://aimsciences.org DYNAMICAL SYSTEMS SERIES B Volume 9, Number, January 2008 pp. 63 82 THE PATCH RECOVERY FOR FINITE ELEMENT APPROXIMATION OF ELASTICITY PROBLEMS UNDER

More information

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

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

A Multiscale Mortar Multipoint Flux Mixed Finite Element Method

A Multiscale Mortar Multipoint Flux Mixed Finite Element Method A Multiscale Mortar Multipoint Flux Mixed Finite Element Method Mary F. Wheeler Guangri Xue Ivan Yotov Abstract In this paper, we develop a multiscale mortar multipoint flux mixed finite element method

More information

Yongdeok Kim and Seki Kim

Yongdeok Kim and Seki Kim J. Korean Math. Soc. 39 (00), No. 3, pp. 363 376 STABLE LOW ORDER NONCONFORMING QUADRILATERAL FINITE ELEMENTS FOR THE STOKES PROBLEM Yongdeok Kim and Seki Kim Abstract. Stability result is obtained for

More information

IFE for Stokes interface problem

IFE for Stokes interface problem IFE for Stokes interface problem Nabil Chaabane Slimane Adjerid, Tao Lin Virginia Tech SIAM chapter February 4, 24 Nabil Chaabane (VT) IFE for Stokes interface problem February 4, 24 / 2 Problem statement

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

A posteriori error estimates for a Maxwell type problem

A posteriori error estimates for a Maxwell type problem Russ. J. Numer. Anal. Math. Modelling, Vol. 24, No. 5, pp. 395 408 (2009) DOI 0.55/ RJNAMM.2009.025 c de Gruyter 2009 A posteriori error estimates for a Maxwell type problem I. ANJAM, O. MALI, A. MUZALEVSKY,

More information

Regularity of Weak Solution to an p curl-system

Regularity of Weak Solution to an p curl-system !#"%$ & ' ")( * +!-,#. /10 24353768:9 ;=A@CBEDGFIHKJML NPO Q

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

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

2x (x 2 + y 2 + 1) 2 2y. (x 2 + y 2 + 1) 4. 4xy. (1, 1)(x 1) + (1, 1)(y + 1) (1, 1)(x 1)(y + 1) 81 x y y + 7.

2x (x 2 + y 2 + 1) 2 2y. (x 2 + y 2 + 1) 4. 4xy. (1, 1)(x 1) + (1, 1)(y + 1) (1, 1)(x 1)(y + 1) 81 x y y + 7. Homework 8 Solutions, November 007. (1 We calculate some derivatives: f x = f y = x (x + y + 1 y (x + y + 1 x = (x + y + 1 4x (x + y + 1 4 y = (x + y + 1 4y (x + y + 1 4 x y = 4xy (x + y + 1 4 Substituting

More information

Numerical approximation of output functionals for Maxwell equations

Numerical approximation of output functionals for Maxwell equations Numerical approximation of output functionals for Maxwell equations Ferenc Izsák ELTE, Budapest University of Twente, Enschede 11 September 2004 MAXWELL EQUATIONS Assumption: electric field ( electromagnetic

More information

Nodal O(h 4 )-superconvergence of piecewise trilinear FE approximations

Nodal O(h 4 )-superconvergence of piecewise trilinear FE approximations Preprint, Institute of Mathematics, AS CR, Prague. 2007-12-12 INSTITTE of MATHEMATICS Academy of Sciences Czech Republic Nodal O(h 4 )-superconvergence of piecewise trilinear FE approximations Antti Hannukainen

More information

A STABILIZED NONCONFORMING QUADRILATERAL FINITE ELEMENT METHOD FOR THE GENERALIZED STOKES EQUATIONS

A STABILIZED NONCONFORMING QUADRILATERAL FINITE ELEMENT METHOD FOR THE GENERALIZED STOKES EQUATIONS INTERNATIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 9, Number 2, Pages 449 457 c 2012 Institute for Scientific Computing and Information A STABILIZED NONCONFORMING QUADRILATERAL FINITE ELEMENT

More information

Lecture Note III: Least-Squares Method

Lecture Note III: Least-Squares Method 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,

More information

on! 0, 1 and 2 In the Zienkiewicz-Zhu SPR p 1 and p 2 are obtained by solving the locally discrete least-squares p

on! 0, 1 and 2 In the Zienkiewicz-Zhu SPR p 1 and p 2 are obtained by solving the locally discrete least-squares p Analysis of a Class of Superconvergence Patch Recovery Techniques for Linear and Bilinear Finite Elements Bo Li Zhimin Zhang y Abstract Mathematical proofs are presented for the derivative superconvergence

More information

Two Nonconforming Quadrilateral Elements for the Reissner-Mindlin Plate

Two Nonconforming Quadrilateral Elements for the Reissner-Mindlin Plate Two Nonconforming Quadrilateral Elements for the Reissner-Mindlin Plate Pingbing Ming and Zhong-ci Shi Institute of Computational Mathematics & Scientific/Engineering Computing, AMSS, Chinese Academy of

More information

On angle conditions in the finite element method. Institute of Mathematics, Academy of Sciences Prague, Czech Republic

On angle conditions in the finite element method. Institute of Mathematics, Academy of Sciences Prague, Czech Republic On angle conditions in the finite element method Michal Křížek Institute of Mathematics, Academy of Sciences Prague, Czech Republic Joint work with Jan Brandts (University of Amsterdam), Antti Hannukainen

More information

Richard S. Falk 1, Paolo Gatto 2 and Peter Monk 3

Richard S. Falk 1, Paolo Gatto 2 and Peter Monk 3 ESAIM: M2AN 45 (2011) 115 143 DOI: 10.1051/m2an/2010034 ESAIM: Mathematical Modelling and Numerical Analysis www.esaim-m2an.org HEXAHEDRAL H(DIV) AND H(CURL) FINITE ELEMENTS Richard S. Falk 1, Paolo Gatto

More information

THE BEST L 2 NORM ERROR ESTIMATE OF LOWER ORDER FINITE ELEMENT METHODS FOR THE FOURTH ORDER PROBLEM *

THE BEST L 2 NORM ERROR ESTIMATE OF LOWER ORDER FINITE ELEMENT METHODS FOR THE FOURTH ORDER PROBLEM * Journal of Computational Mathematics Vol.30, No.5, 2012, 449 460. http://www.global-sci.org/jcm doi:10.4208/jcm.1203-m3855 THE BEST L 2 NORM ERROR ESTIMATE OF LOWER ORDER FINITE ELEMENT METHODS FOR THE

More information

Finite Element Methods for Maxwell Equations

Finite Element Methods for Maxwell Equations CHAPTER 8 Finite Element Methods for Maxwell Equations The Maxwell equations comprise four first-order partial differential equations linking the fundamental electromagnetic quantities, the electric field

More information

Abstract. 1. Introduction

Abstract. 1. Introduction Journal of Computational Mathematics Vol.28, No.2, 2010, 273 288. http://www.global-sci.org/jcm doi:10.4208/jcm.2009.10-m2870 UNIFORM SUPERCONVERGENCE OF GALERKIN METHODS FOR SINGULARLY PERTURBED PROBLEMS

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

A POSTERIORI ERROR ESTIMATION FOR NON-CONFORMING QUADRILATERAL FINITE ELEMENTS

A POSTERIORI ERROR ESTIMATION FOR NON-CONFORMING QUADRILATERAL FINITE ELEMENTS INTERNATIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 2, Number, Pages 8 c 2005 Institute for Scientific Computing and Information A POSTERIORI ERROR ESTIMATION FOR NON-CONFORMING QUADRILATERAL

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

c 2007 Society for Industrial and Applied Mathematics

c 2007 Society for Industrial and Applied Mathematics SIAM J. NUMR. ANAL. Vol. 45, No. 1, pp. 68 82 c 2007 Society for Industrial and Applied Mathematics FRAMWORK FOR TH A POSTRIORI RROR ANALYSIS OF NONCONFORMING FINIT LMNTS CARSTN CARSTNSN, JUN HU, AND ANTONIO

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

A NONCONFORMING PENALTY METHOD FOR A TWO DIMENSIONAL CURL-CURL PROBLEM

A NONCONFORMING PENALTY METHOD FOR A TWO DIMENSIONAL CURL-CURL PROBLEM A NONCONFORMING PENALTY METHOD FOR A TWO DIMENSIONAL CURL-CURL PROBLEM SUSANNE C. BRENNER, FENGYAN LI, AND LI-YENG SUNG Abstract. A nonconforming penalty method for a two-dimensional curl-curl problem

More information

Multigrid Methods for Maxwell s Equations

Multigrid Methods for Maxwell s Equations Multigrid Methods for Maxwell s Equations Jintao Cui Institute for Mathematics and Its Applications University of Minnesota Outline Nonconforming Finite Element Methods for a Two Dimensional Curl-Curl

More information

Three types of generalized Kadomtsev Petviashvili equations arising from baroclinic potential vorticity equation

Three types of generalized Kadomtsev Petviashvili equations arising from baroclinic potential vorticity equation Chin. Phys. B Vol. 19, No. (1 1 Three types of generalized Kadomtsev Petviashvili equations arising from baroclinic potential vorticity equation Zhang Huan-Ping( 张焕萍 a, Li Biao( 李彪 ad, Chen Yong ( 陈勇 ab,

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

Remarks on the analysis of finite element methods on a Shishkin mesh: are Scott-Zhang interpolants applicable?

Remarks on the analysis of finite element methods on a Shishkin mesh: are Scott-Zhang interpolants applicable? Remarks on the analysis of finite element methods on a Shishkin mesh: are Scott-Zhang interpolants applicable? Thomas Apel, Hans-G. Roos 22.7.2008 Abstract In the first part of the paper we discuss minimal

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

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

Hong Zhou, Guang-Xiang Liu,* Xiao-Feng Wang and Yan Wang * Supporting Information

Hong Zhou, Guang-Xiang Liu,* Xiao-Feng Wang and Yan Wang * Supporting Information Three cobalt(ii) coordination polymers based on V-shaped aromatic polycarboxylates and rigid bis(imidazole) ligand: Syntheses, crystal structures, physical properties and theoretical studies Hong Zhou,

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

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

Numerical Integration over Pyramids

Numerical Integration over Pyramids Numerical Integration over Pyramids Chuan Miao Chen, Michal řížek, Liping Liu Corresponding Author: Dr. Liping Liu Department of Mathematical Sciences Lakehead University Thunder Bay, ON Canada P7B 5E1

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

PIECEWISE LINEAR FINITE ELEMENT METHODS ARE NOT LOCALIZED

PIECEWISE LINEAR FINITE ELEMENT METHODS ARE NOT LOCALIZED PIECEWISE LINEAR FINITE ELEMENT METHODS ARE NOT LOCALIZED ALAN DEMLOW Abstract. Recent results of Schatz show that standard Galerkin finite element methods employing piecewise polynomial elements of degree

More information

Semi-discrete finite element approximation applied to Maxwell s equations in nonlinear media

Semi-discrete finite element approximation applied to Maxwell s equations in nonlinear media Semi-discrete finite element approximation applied to Maxwell s equations in nonlinear media Lutz Angermann arxiv:9.365v math.na Jan 9 January 9, 9 In this paper the semi-discrete finite element approximation

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 Nonconformity and the Consistency Error First Strang Lemma Abstract Error Estimate

More information

Supraconvergence of a Non-Uniform Discretisation for an Elliptic Third-Kind Boundary-Value Problem with Mixed Derivatives

Supraconvergence of a Non-Uniform Discretisation for an Elliptic Third-Kind Boundary-Value Problem with Mixed Derivatives Supraconvergence of a Non-Uniform Discretisation for an Elliptic Third-Kind Boundary-Value Problem with Mixed Derivatives Etienne Emmrich Technische Universität Berlin, Institut für Mathematik, Straße

More information

WEAK GALERKIN FINITE ELEMENT METHOD FOR SECOND ORDER PARABOLIC EQUATIONS

WEAK GALERKIN FINITE ELEMENT METHOD FOR SECOND ORDER PARABOLIC EQUATIONS INERNAIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 13, Number 4, Pages 525 544 c 216 Institute for Scientific Computing and Information WEAK GALERKIN FINIE ELEMEN MEHOD FOR SECOND ORDER PARABOLIC

More information

A POSTERIORI ERROR ESTIMATES OF TRIANGULAR MIXED FINITE ELEMENT METHODS FOR QUADRATIC CONVECTION DIFFUSION OPTIMAL CONTROL PROBLEMS

A POSTERIORI ERROR ESTIMATES OF TRIANGULAR MIXED FINITE ELEMENT METHODS FOR QUADRATIC CONVECTION DIFFUSION OPTIMAL CONTROL PROBLEMS A POSTERIORI ERROR ESTIMATES OF TRIANGULAR MIXED FINITE ELEMENT METHODS FOR QUADRATIC CONVECTION DIFFUSION OPTIMAL CONTROL PROBLEMS Z. LU Communicated by Gabriela Marinoschi In this paper, we discuss a

More information

arxiv: v1 [math.na] 15 Nov 2017

arxiv: v1 [math.na] 15 Nov 2017 Noname manuscript No. (will be inserted by the editor) An HDG method with orthogonal projections in facet integrals Issei Oikawa arxiv:1711.05396v1 [math.na] 15 Nov 2017 Received: date / Accepted: date

More information

(Received January 27, 2007; Revised August 27, 2007)

(Received January 27, 2007; Revised August 27, 2007) Hokkaido Mathematical Journal Vol. 36 (2007 p. 687 709 A class of Crouzeix-Raviart type nonconforming finite element methods for parabolic variational inequality problem with moving grid on anisotropic

More information

Program & Abstracts. On The Occasion of Jun-Zhi Cui s 70 TH Birthday. International Workshop on Scientific Computing

Program & Abstracts. On The Occasion of Jun-Zhi Cui s 70 TH Birthday. International Workshop on Scientific Computing International Workshop on Scientific Computing On The Occasion of Jun-Zhi Cui s 70 TH Birthday June 7-8, 2008 Institute of Computational Mathematics, Beijing Program & Abstracts Sponsors: Institute of

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

ANALYSIS OF A LINEAR LINEAR FINITE ELEMENT FOR THE REISSNER MINDLIN PLATE MODEL

ANALYSIS OF A LINEAR LINEAR FINITE ELEMENT FOR THE REISSNER MINDLIN PLATE MODEL Mathematical Models and Methods in Applied Sciences c World Scientific Publishing Company ANALYSIS OF A LINEAR LINEAR FINITE ELEMENT FOR THE REISSNER MINDLIN PLATE MODEL DOUGLAS N. ARNOLD Department of

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

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

Superconvergence Using Pointwise Interpolation in Convection-Diffusion Problems

Superconvergence Using Pointwise Interpolation in Convection-Diffusion Problems Als Manuskript gedruckt Technische Universität Dresden Herausgeber: Der Rektor Superconvergence Using Pointwise Interpolation in Convection-Diffusion Problems Sebastian Franz MATH-M-04-2012 July 9, 2012

More information

Chapter 5 A priori error estimates for nonconforming finite element approximations 5.1 Strang s first lemma

Chapter 5 A priori error estimates for nonconforming finite element approximations 5.1 Strang s first lemma Chapter 5 A priori error estimates for nonconforming finite element approximations 51 Strang s first lemma We consider the variational equation (51 a(u, v = l(v, v V H 1 (Ω, and assume that the conditions

More information

Basic Principles of Weak Galerkin Finite Element Methods for PDEs

Basic Principles of Weak Galerkin Finite Element Methods for PDEs Basic Principles of Weak Galerkin Finite Element Methods for PDEs Junping Wang Computational Mathematics Division of Mathematical Sciences National Science Foundation Arlington, VA 22230 Polytopal Element

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

NONSTANDARD NONCONFORMING APPROXIMATION OF THE STOKES PROBLEM, I: PERIODIC BOUNDARY CONDITIONS

NONSTANDARD NONCONFORMING APPROXIMATION OF THE STOKES PROBLEM, I: PERIODIC BOUNDARY CONDITIONS NONSTANDARD NONCONFORMING APPROXIMATION OF THE STOKES PROBLEM, I: PERIODIC BOUNDARY CONDITIONS J.-L. GUERMOND 1, Abstract. This paper analyzes a nonstandard form of the Stokes problem where the mass conservation

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

Simulation and Visualization of Safing Sensor

Simulation and Visualization of Safing Sensor American Journal of Applied Sciences 2 (8): 1261-1265, 2005 ISSN 1546-9239 2005 Science Publications Simulation and Visualization of Safing Sensor haled M. Furati, Hattan Tawfiq and Abul Hasan Siddiqi

More information

An a posteriori error indicator for discontinuous Galerkin discretizations of H(curl) elliptic partial differential equations

An a posteriori error indicator for discontinuous Galerkin discretizations of H(curl) elliptic partial differential equations IMA Journal of Numerical Analysis 005) Page of 7 doi: 0.093/imanum/ An a posteriori error indicator for discontinuous Galerkin discretizations of Hcurl) elliptic partial differential equations PAUL HOUSTON

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

A C 0 linear finite element method for two fourth-order eigenvalue problems

A C 0 linear finite element method for two fourth-order eigenvalue problems IMA Journal of Numerical Analysis (2017) 37, 2120 2138 doi: 10.1093/imanum/drw051 Advance Access publication on November 2, 2016 A C 0 linear finite element method for two fourth-order eigenvalue problems

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

A posteriori error estimation for elliptic problems

A posteriori error estimation for elliptic problems A posteriori error estimation for elliptic problems Praveen. C praveen@math.tifrbng.res.in Tata Institute of Fundamental Research Center for Applicable Mathematics Bangalore 560065 http://math.tifrbng.res.in

More information

arxiv: v1 [math.na] 2 Nov 2018

arxiv: v1 [math.na] 2 Nov 2018 A multipoint stress mixed finite element method for elasticity II: Quadrilateral grids Ilona Ambartsumyan Eldar Khattatov Jan Nordbotten Ivan Yotov October 30, 2018 arxiv:1811.01928v1 [math.na] 2 Nov 2018

More information

Polynomial Preserving Recovery for Quadratic Elements on Anisotropic Meshes

Polynomial Preserving Recovery for Quadratic Elements on Anisotropic Meshes Polynomial Preserving Recovery for Quadratic Elements on Anisotropic Meshes Can Huang, 1 Zhimin Zhang 1, 1 Department of Mathematics, Wayne State University, Detroit, Michigan 480 College of Mathematics

More information

Finite Element Method (FEM)

Finite Element Method (FEM) Finite Element Method (FEM) The finite element method (FEM) is the oldest numerical technique applied to engineering problems. FEM itself is not rigorous, but when combined with integral equation techniques

More information

QUADRILATERAL H(DIV) FINITE ELEMENTS

QUADRILATERAL H(DIV) FINITE ELEMENTS QUADRILATERAL H(DIV) FINITE ELEMENTS DOUGLAS N. ARNOLD, DANIELE BOFFI, AND RICHARD S. FALK Abstract. We consider the approximation properties of quadrilateral finite element spaces of vector fields defined

More information

An explicit nite element method for convection-dominated compressible viscous Stokes system with inow boundary

An explicit nite element method for convection-dominated compressible viscous Stokes system with inow boundary Journal of Computational and Applied Mathematics 156 (2003) 319 343 www.elsevier.com/locate/cam An explicit nite element method for convection-dominated compressible viscous Stokes system with inow boundary

More information

A MULTILEVEL SUCCESSIVE ITERATION METHOD FOR NONLINEAR ELLIPTIC PROBLEMS

A MULTILEVEL SUCCESSIVE ITERATION METHOD FOR NONLINEAR ELLIPTIC PROBLEMS MATHEMATICS OF COMPUTATION Volume 73, Number 246, Pages 525 539 S 0025-5718(03)01566-7 Article electronically published on July 14, 2003 A MULTILEVEL SUCCESSIVE ITERATION METHOD FOR NONLINEAR ELLIPTIC

More information

Goal. Robust A Posteriori Error Estimates for Stabilized Finite Element Discretizations of Non-Stationary Convection-Diffusion Problems.

Goal. Robust A Posteriori Error Estimates for Stabilized Finite Element Discretizations of Non-Stationary Convection-Diffusion Problems. Robust A Posteriori Error Estimates for Stabilized Finite Element s of Non-Stationary Convection-Diffusion Problems L. Tobiska and R. Verfürth Universität Magdeburg Ruhr-Universität Bochum www.ruhr-uni-bochum.de/num

More information

Constrained H 1 -interpolation on quadrilateral and hexahedral meshes with hanging nodes

Constrained H 1 -interpolation on quadrilateral and hexahedral meshes with hanging nodes Constrained H 1 -interpolation on quadrilateral and hexahedral meshes with hanging nodes Vincent Heuveline Friedhelm Schieweck Abstract We propose a Scott-Zhang type finite element interpolation operator

More information

Curriculum Vitae. Qiao, Zhonghua

Curriculum Vitae. Qiao, Zhonghua Curriculum Vitae Qiao, Zhonghua Contact Information Mailing address: Education TU807, Department of Applied Mathematics The Hong Kong Polytechnic University Hung Hom, Hong Kong Tel: 2766 6932 Fax: 2362

More information

Research Article A Stabilized Low Order Finite-Volume Method for the Three-Dimensional Stationary Navier-Stokes Equations

Research Article A Stabilized Low Order Finite-Volume Method for the Three-Dimensional Stationary Navier-Stokes Equations Mathematical Problems in Engineering Volume 212, Article ID 297269, 14 pages doi:1.1155/212/297269 Research Article A Stabilized Low Order Finite-Volume Method for the Three-Dimensional Stationary Navier-Stokes

More information

A Stable Mixed Finite Element Scheme for the Second Order Elliptic Problems

A Stable Mixed Finite Element Scheme for the Second Order Elliptic Problems A Stable Mixed Finite Element Scheme for the Second Order Elliptic Problems Miaochan Zhao, Hongbo Guan, Pei Yin Abstract A stable mixed finite element method (MFEM) for the second order elliptic problems,

More information

Interior superconvergence in mortar and non-mortar mixed finite element methods on non-matching grids

Interior superconvergence in mortar and non-mortar mixed finite element methods on non-matching grids Interior superconvergence in mortar and non-mortar mixed finite element methods on non-matching grids Gergina Pencheva a,, Ivan Yotov b a Center for Subsurface Modeling, Institute for Computational Engineering

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

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

ICES REPORT A Generalized Mimetic Finite Difference Method and Two-Point Flux Schemes over Voronoi Diagrams

ICES REPORT A Generalized Mimetic Finite Difference Method and Two-Point Flux Schemes over Voronoi Diagrams ICS RPORT 15-17 July 2015 A Generalized Mimetic Finite Difference Method and Two-Point Flux Schemes over Voronoi Diagrams by Omar Al-Hinai, Mary F. Wheeler, Ivan Yotov The Institute for Computational ngineering

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

Hölder regularity for Maxwell's equations under minimal assumptions on the coefficients

Hölder regularity for Maxwell's equations under minimal assumptions on the coefficients Hölder regularity for Maxwell's equations under minimal assumptions on the coefficients G. S. Alberti Research Report No. 2016-22 April 2016 Seminar für Angewte Mathematik Eidgenössische Technische Hochschule

More information

HETEROGENEOUS MULTISCALE METHOD IN EDDY CURRENTS MODELING

HETEROGENEOUS MULTISCALE METHOD IN EDDY CURRENTS MODELING Proceedings of ALGORITMY 2009 pp. 219 225 HETEROGENEOUS MULTISCALE METHOD IN EDDY CURRENTS MODELING JÁN BUŠA, JR. AND VALDEMAR MELICHER Abstract. The induction of eddy currents in a conductive piece is

More information

Ultraconvergence of ZZ Patch Recovery at Mesh Symmetry Points

Ultraconvergence of ZZ Patch Recovery at Mesh Symmetry Points Ultraconvergence of ZZ Patch Recovery at Mesh Symmetry Points Zhimin Zhang and Runchang Lin Department of Mathematics, Wayne State University Abstract. The ultraconvergence property of the Zienkiewicz-Zhu

More information

Mathematical Foundations for the Boundary- Field Equation Methods in Acoustic and Electromagnetic Scattering

Mathematical Foundations for the Boundary- Field Equation Methods in Acoustic and Electromagnetic Scattering Mathematical Foundations for the Boundary- Field Equation Methods in Acoustic and Electromagnetic Scattering George C. Hsiao Abstract The essence of the boundary-field equation method is the reduction

More information

Mary Fanett Wheeler 1, Guangri Xue 2 and Ivan Yotov 3

Mary Fanett Wheeler 1, Guangri Xue 2 and Ivan Yotov 3 ESAIM: M2AN 46 (2012) 759 796 DOI: 10.1051/m2an/2011064 ESAIM: Mathematical Modelling and Numerical Analysis www.esaim-m2an.org A MULTISCALE MORTAR MULTIPOINT FLUX MIXED FINITE ELEMENT METHOD Mary Fanett

More information