On atomistic-to-continuum couplings without ghost forces

Size: px
Start display at page:

Download "On atomistic-to-continuum couplings without ghost forces"

Transcription

1 On atomistic-to-continuum couplings without ghost forces Dimitrios Mitsoudis ACMAC Archimedes Center for Modeling, Analysis & Computation Department of Applied Mathematics, University of Crete & Institute of Applied & Computational Mathematics FORTH International Conference on Applied Mathematics, September 16 20, Heraklion, Crete joint work with Charalambos Makridakis and Phoebus Rosakis Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 1 / 39

2 Outline Description of the problem and notation Atomistic-to-continuum passage: Consistency of Cauchy-Born approximations Makridakis & Süli, ARMA, 2013 Atomistic/Continuum coupling: Design of methods that are free of ghost forces Makridakis, Mitsoudis, Rosakis (to appear in AMRX) Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 2 / 39

3 Motivation Problems in materials science, esp. crystalline solids that exhibit defects (e.g. vacancies, cracks). Defects cannot be (in general) described with a continuum model. Try to obtain accurate solutions by decomposing the reference lattice into an atomistic region that contains the neighbourhood of defects (exact atomistic model is used) and a continuum region where the deformations are smooth (continuum elasticity model is used e.g. coarse f.e. discretizations). Atomistic-to-continuum (A/C) couplings may be viewed as a class of computational multiscale schemes. Goal: Achieve a significant reduction in computational cost compared to the full atomistic description Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 3 / 39

4 Notation Z 2 is the 2D lattice, and let {e 1, e 2} be the standard basis of R 2. Scaled lattice: εz 2 = {x l = (x l1, x l2 ) = εl, l Z 2 } lattice distance ε = 1/k, k Z + Consider discrete periodic functions on Z 2 defined over a periodic domain L. Ω := (0, M 1] (0, M 2], M 1, M 2 Z + Ω discr := εz 2 Ω, L := Z 2 1 Ω ε Keep in mind a similar setting in 3D Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 4 / 39

5 Notation Functions and spaces: We consider atomistic deformations y l = y(x l ), l L, where y l = F x l + v l, with v l = v(x l ) periodic w.r.t. L. F is a const., 2 2 matrix with det F > 0. The corresponding spaces for y and v are denoted by X and V: X = {y : Ω discr R 2, y l = F x l + v l, v V}, V = {u : Ω discr R 2, u l = u(x l ) periodic with zero average w.r.t L}. For y, v : Ω discr R 2 we define y, v ε := ε 2 l L y l v l Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 5 / 39

6 Notation X = {y : Ω R 2, y(x) = F x + v(x), v V }, V = {u : Ω R 2, u W k,p (Ω, R 2 ) W 1,p (Ω, R 2 ), Ω udx = 0}., standard L 2 inner product. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 6 / 39

7 Discrete and continuous derivatives To avoid confusion D ηy l = y l+η y l, ε l, l + η L, φ(ζ1, ζ2) ζi φ(ζ) =, ζ i { } ζ = (ζ 1, ζ 2), ζ φ(ζ) = ζi φ(ζ), i v(x) = v(x), x i { u i (x) u(x) = x α }iα ζi derivatives w.r.t. arguments (usually appear in composite functions) i derivatives w.r.t. the spatial variable x i i. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 7 / 39

8 The atomistic problem Consider the atomistic energy Φ a (y) := ε 2 φ η(d ηy l ). l L η R R: finite set of interaction vectors, φ η( ) suff. smooth pair potential and may vary with η. (Atomistic problem) For a given field of external forces f : Ω discr R 2, find a local minimizer y a X of : Φ a (y a ) f, y a ε If such a minimizer exists, then DΦ a (y a ), v ε = f, v ε, for all v V, where DΦ a (y), v ε = ε 2 l L η R ζ φ η (D ηy l ) D ηv l. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 8 / 39

9 The continuum Cauchy-Born model The corresponding Cauchy-Born stored energy function is W (F ) = W CB(F ) = η R φ η (F η). (Continuum Cauchy-Born problem) Find a local minimizer y CB in X of : Φ CB (y CB ) f, y CB, where Φ CB (y CB ) = W CB( y CB ) and f discrete external forces Ω Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 9 / 39

10 If such a minimizer exists, then DΦ CB (y CB ), v = f, v, v V, where DΦ CB (y CB ), v = S iα ( y(x)) αv i (x) dx The stress tensor is defined as { W (F ) S := and is related to the atomistic potential through Ω F iα }iα, S iα = W (F ) F iα = η R ζi φ η (F η) η α. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 10 / 39

11 Remarks The interaction potential is non-convex: e.g. φ η(r) = V ( r ), V Lennard-Jones: Reverse point of view: The atomistic problem is the exact problem (discrete difference scheme) and we want to find a continuum approximation (a PDE) Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 11 / 39

12 Consistency analysis We need a sharp analysis on the approximation properties of the continuum model Variational Consistency error: { C V (y) := sup DΦ a (y), v ε DΦ CB (y), v : v V with v W 1,p (Ω) = 1 where y is any smooth function. Energy Consistency error C E(y) := Φ a (y) Φ CB (y). }, Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 12 / 39

13 One-dimensional example. The simplest model: Φ a (y) = ε l L 2 φ r (D r y l ) = ε φ 1 (D 1y l ) + φ 2 (D 2y l ). l L r=1 Then the corresponding Cauchy-Born stored energy function is W (F ) = W CB (F ) = 2 r=1 φ r (F r) = φ 1 (F ) + φ 2 (2F ). Then the atomistic Cauchy-Born model is defined as Φ a,cb (y) = ε l L W (D 1y l ) = ε l L φ 1 (D 1y l ) + φ 2 (2D 1y l ). The continuous energy is Φ CB (y) = W (y (x))dx. Ω Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 13 / 39

14 Atomistic Cauchy-Born model in multi-d Construct an intermediate model (atomistic Cauchy-Born model (A-CB)) which may serve as a link between the continuous and the atomistic model. To construct this model we start from the continuous model and perform appropriate approximate steps yielding finally the A-CB model. Bilinear Finite Elements on the Lattice: Let V ε,q be the space of bilinear periodic functions on the lattice L. Specifically, let T Q = {K Ω : K = (x l1, x l1 +1) (x l2, x l2 +1), x l = (x l1, x l2 ) Ω discr}, V ε,q = {v : Ω R 2, v C(Ω), v K Q 1 (K) and v l = v(x l ) periodic}, where Q 1 (K) is the set of bilinear functions on K: v K (x) = α 0 + α 1 x 1 + α 2 x 2 + α 3 x 1 x 2. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 14 / 39

15 The atomistic Cauchy-Born model Definition of the model. We define average discrete derivatives as follows: D e1 v l = 1 } {D e1 v l + D e1 v l+e2, 2 D e2 v l = 1 } {D e2 v l + D e2 v l+e1, 2 and the discrete gradient matrix as { v l } iα = D eα v i l. We introduce the atomistic Cauchy-Born energy Φ a,cb (y) = ε 2 φ η ( y l η) l L η R = ε 2 l L W CB( y l ). Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 15 / 39

16 Now, for a given field of external forces f : Ω discr R 2 (Atomistic Cauchy-Born (A-CB) problem) Find a local minimizer y a,cb in X of : Φ a,cb (y a,cb ) f, y a ε. If such a minimizer exists, then DΦ a,cb (y a,cb ), v ε = f, v ε, for all v V. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 16 / 39

17 Variational consistency Theorem (Variational consistency) Let y be a smooth function; then, for any v V ε,q, there exists a constant M V = M V (y, p), 1 p, independent of v, s.t. DΦ CB (y), v DΦ a (y), v ε MV ε 2 v W 1,p (Ω). In addition, there exists a constant M V = M V (y, p), 1 p, independent of v, s.t. DΦ a,cb (y), v ε DΦ a (y), v ε M V ε 2 v W 1,p (Ω). Makridakis & Süli, ARMA, 2013 Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 17 / 39

18 Energy consistency Theorem (Energy consistency) Let y be a smooth function. Then the continuum Cauchy-Born energy Φ CB (y) is a second-order approximation to the atomistic energy Φ a (y) in the sense that there exists a constant M E = M E (y) s.t. Φ a (y) Φ CB (y) M E ε 2. In addition, there exists a constant M E = M E (y) s.t. Φ a (y) Φ a,cb (y) M E ε 2. Makridakis & Süli, ARMA, 2013 Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 18 / 39

19 Remarks Construct A-CB models based on triangular and tetrahedral meshes Extension to multibody potentials Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 19 / 39

20 Towards constructing ghost-force free methods in multi-d What is a ghost-force free coupling? The energy E is said to be free of ghost forces, if DE(y F ), v = 0, y F (x) = Fx, for all appropriate v : Ω L R 2 such that v l = 0 outside a compact set. 2nd componet of y qc!x Ad-hoc coupling of 4energies leads to ghost forces !2!4!6 60 x 10! Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 20 / 39 D + 2 (y qc!x) !0.1!0.2 60

21 State of the art 1D & 2D: Energy based couplings free of ghost forces have been constructed recently. 3D: (later) 1D : Li & Luskin, 2011 and Shapeev, D : Shapeev, 2011 Other works (mainly special cases) : Belytschko et. al., 2002, Shimokawa et. al., 2004, E, Lu & Yang, 2006, Ortner & Zhang, 2011, Shapeev, 2011 (3D) See, also, Luskin & Ortner, Acta Numerica, 2013 for a recent review. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 21 / 39

22 Towards constructing ghost-force free methods in multi-d Notation Let Ω, Ω a and Ω each be the interior of the closure of the union of lattice cells K T Q and connected, and suppose Ω = Ω a Ω, Γ = Ω a Ω. Here Γ is the interface between the atomistic and the A-CB regions. Fix η R and define the bond b l = {x R 2 : x = x l+tη, 0 < t < 1}. B η is the set consisting of all bonds b = b l for l L. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 22 / 39

23 The approach of Shapeev Work with each bond separately Represent long-range differences as line integrals over bonds: y η = D ηy l b l In 2D is then possible to transform the assembly of line integrals over all possible interactions into an area integral through a counting argument known as bond density lemma Lemma (Shapeev) Let S be a set consisting of unions of triangles T T T. Then for any fixed η R the following identity holds: χ S dτ = S. b B b η Limitations: Lemma valid only in 2D, piecewise linears over triangles. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 23 / 39

24 Towards constructing ghost-force free methods in multi-d A bond volume approach Represent long-range differences as volume integrals over bond volumes. Construction of an underlined globally continuous function representing the coupled modeling method. Work in two phases: first, use in the continuum region appropriate atomistic Cauchy-Born models. Subsequently, use in the continuum region f.e. s of arbitrary high order in a coarser mesh. Works in both 2 and 3D. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 24 / 39

25 2D: bond volumes and long range differences We construct methods based on bond volumes instead of bonds. For fixed η R, bond volume B l, η is the interior of a rectangle with diagonal b l, i.e., Lemma B l, η is the open quadrilateral with vertices x l, x l+η1 e 1, x l+η, x l+η2 e 2. Let v Q 1(B l, η ). Then ε 2 D ηv l = 1 v(x)η dx. η 1 η 2 B l, η x`+ B`, x` Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 25 / 39

26 2D: bond volumes and energies The method is designed with respect to bond volumes B l,η. In particular, we consider three cases determined by the location of each bond volume B l,η a. The closure of the bond volume is contained in the atomistic region: B l,η Ω a b. The bond volume is contained in the region Ω : B l,η Ω c. The bond volume intersects the interface: Either B l, η Γ or if B l, η Ω a and B l,η Γ. We denote by B Γ the set of these bond volumes. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 26 / 39

27 2D: bond volumes and energies For a fixed η, the contribution to the energy corresponding to a) is: EΩ a a,η{y} = ε 2 φ η(d ηy l ). l L B l, η Ω a The contribution to the energy from the atomistic CB region will be E a,cb Ω,η {y} = Ω φ η( y(x)η)dx, where y(x) = l L K l Ω χ Kl (x) y l Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 27 / 39

28 2D: energies on the interface For each bond volume intersecting the interface we denote y l,η to be a continuous piecewise polynomial function on an appropriate decomposition T (B l,η ) of B l,η satisfying ( ) only requirement: conforming gluing of T (B l,η ) with the neighboring bond volumes. x`+ B`, x` Corresponding energy: E Γ,η {y} = l L B l, η B Γ 1 χ η Ωa φ η( y l,η η) dx. 1η 2 B l, η Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 28 / 39

29 Total energy the total energy is defined through E bv {y} = η R E η{y} where E η{y} = E a Ω a,η{y} + E a,cb Ω,η {y} + E Γ,η{y}. x`+ x`+ B`, B`, x` x` Figure: Alternative decompositions T (B l,η ) of B l,η for two different bonds. Energy free of ghost forces Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 29 / 39

30 Energy free of ghost forces: Idea of the proof First we fix η and we consider decompositions consisting of bond volumes which cover R 2 : } SB m η := {B l,η : (i) B l,η B j,η =, if l j, (ii) R 2 = B l,η, m = 1,..., η 1 η 2. The number of different such coverings is η 1 η 2. Note that bond volumes corresponding to different m may overlap, but within a single SB m η its elements form a decomposition of non-overlapping bond volumes. S k Bη S k Bη Figure: Two different coverings S k B η and S k B η Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 30 / 39

31 Energy free of ghost forces: Idea of the proof II For a fixed η we have (?) 0 = DE η(y F ), v = { =φ h (F η) ε 2 l L B l, η Ω a D ηv l + v(x)η dx + Ω The main idea of the proof is to write the above as l L B l, η B Γ η 1 η 2 1 v [m] (x)η dx η 1 η 2 m=1 Ω 1 } χ η 1 η 2 Ωa v l,η η dx B l, η where v [m], m = 1,..., η 1 η 2 are appropriate conforming functions (in H 1 (Ω)) each one associated to a different covering SB m η consisting of bond volumes. For the first term above note ε 2 l L B l,η Ω a D ηv l = l L B l,η Ω a 1 v [m] (x)η dx η 1 η 2 B l,η Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 31 / 39

32 Construction in 3D We need to work with tetrahedra x l+e3 x l+e2+e3 x l+e1+e3 x l+e1+e2+e3 x l x l+e2 x l+e1 x l+e1+e2 Figure: A type-a decomposition of the cell K l into six tetrahedra. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 32 / 39

33 Construction in 3D: Atomistic CB model in tetrahedra T T = {T Ω : T is a tetrahedron whose vertices are lattice vertices of K l, x l Ω discr}, V ε,t := {v : Ω R 2, v C(Ω), v T P 1 (T ) and v l = v(x l ) periodic with respect to L}, Φ a,cb (y) := ε3 6 l L T K l (T ) η R φ η ( y η) = ε3 6 l L T K l (T ) W CB( y). For v V ε,t { } v T := D eα vl i, iα where D eα vl i on T are the difference quotients of v along the edges of T with directions eα. E.g. De3 vl i = De v i 3 l and D e2 vl i = De v i 2 l+e 1 +e 3. xl+e3 xl+e1+e3 xl+e1+e2+e3 xl Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 33 / 39

34 A key result x l+η x l B l,η Figure: A bond volume B l, η and its type-a decomposition into six tetrahedra. Lemma Let v be a piecewise linear and continuous function on a type-a decomposition of the bond volume B l,η into tetrahedra. Then ε 3 1 D ηv l = v(x)η dx. η 1 η 2 η 3 B l,η Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 34 / 39

35 Sketch of proof 1 η 1 η 2 η 3 1 v(x)η dx = v ν η ds B l, η η 1 η 2 η 3 B l, η 1 3 { } = ( η i )v ds + η i v ds, η 1 η 2 η 3 i=1 B l, η ( e i ) B l, η (e i ) B l,η (e i ): face of B l,η with outward unit normal e i. if τ is a triangle on a face with vertices z i, then η i v ds = τ 3 η i v(z j ), τ 3 j=1 Since τ is one of the two triangles of B l, η (e i ), τ η i = ε2 2 η 1 η 2 η 3. 1 η 1 η 2 η 3 B l, η (e i ) η i v ds = ε2 6 2 { v(zj ) + 2 v( z j ) }. Note that x l+η (resp. x l ) is a shared vertex at each B l,η (e i ), (resp. B l, η ( e i )), i = 1, 2, 3. 1 v(x) η dx = ε 2 ( ) v l+η v l, η 1 η 2 η 3 B l, η j=1 Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 35 / 39

36 Construction in 3 D N.B. The result is sensitive to the particular decomposition of the bond volume B l,η into tetrahedra. x` Decomposition into 5 tetrahedra, one of them without faces on the boundary Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 36 / 39

37 Construction in 3 D: Energy on interface E Γ,η {y} = l L B l,η B Γ 1 η 1η 2η 3 B l,η χ Ωa φ η( y l,η η) dx. B`, Figure: A possible decomposition T (B l, η ) of B l, η. Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 37 / 39

38 Construction in 3D The energy is free of ghost forces, in the sense that DE bv (y F ), v = 0, y F (x) = F x, Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 38 / 39

39 Comments The previous analysis may lead to energy-based methods that employ coarse mesh and high-order f.e. approximations of the Cauchy-Born energy in the continuum region (still remaining ghost-force free). There are several alternative ways to treat the interface and its discretization. Possibility of using discontinuous finite elements Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 39 / 39

40 Comments The previous analysis may lead to energy-based methods that employ coarse mesh and high-order f.e. approximations of the Cauchy-Born energy in the continuum region (still remaining ghost-force free). There are several alternative ways to treat the interface and its discretization. Possibility of using discontinuous finite elements Thank you for your attention Dimitrios Mitsoudis (ACMAC) A/C couplings ICAM 2013, Heraklion, Crete 39 / 39

FINITE ELEMENT ANALYSIS OF CAUCHY BORN APPROXIMATIONS TO ATOMISTIC MODELS

FINITE ELEMENT ANALYSIS OF CAUCHY BORN APPROXIMATIONS TO ATOMISTIC MODELS FINITE ELEMENT ANALYSIS OF CAUCHY BORN APPROXIMATIONS TO ATOMISTIC MODELS CHARALAMBOS MAKRIDAKIS AND ENDRE SÜLI ABSTRACT This paper is devoted to a new finite element consistency analysis of Cauchy Born

More information

Construction and Analysis of Consistent Atomistic/Continuum Coupling Methods

Construction and Analysis of Consistent Atomistic/Continuum Coupling Methods Construction and Analysis of Consistent Atomistic/Continuum Coupling Methods Lei Zhang Department of Mathematics & Institute of Natural Sciences Shanghai Jiao Tong University, China with Christoph Ortner

More information

arxiv: v3 [math.na] 8 Aug 2011

arxiv: v3 [math.na] 8 Aug 2011 Consistent Energy-Based Atomistic/Continuum Coupling for Two-Body Potentials in One and Two Dimensions arxiv:1010.051v3 [math.na] 8 Aug 011 Alexander V. Shapeev October 5, 018 Abstract This paper addresses

More information

BACKGROUNDS. Two Models of Deformable Body. Distinct Element Method (DEM)

BACKGROUNDS. Two Models of Deformable Body. Distinct Element Method (DEM) BACKGROUNDS Two Models of Deformable Body continuum rigid-body spring deformation expressed in terms of field variables assembly of rigid-bodies connected by spring Distinct Element Method (DEM) simple

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

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 The Residual and Error of Finite Element Solutions Mixed BVP of Poisson Equation

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

An Atomistic-based Cohesive Zone Model for Quasi-continua

An Atomistic-based Cohesive Zone Model for Quasi-continua An Atomistic-based Cohesive Zone Model for Quasi-continua By Xiaowei Zeng and Shaofan Li Department of Civil and Environmental Engineering, University of California, Berkeley, CA94720, USA Extended Abstract

More information

Scientific Computing I

Scientific Computing I Scientific Computing I Module 8: An Introduction to Finite Element Methods Tobias Neckel Winter 2013/2014 Module 8: An Introduction to Finite Element Methods, Winter 2013/2014 1 Part I: Introduction to

More information

arxiv: v1 [math.na] 11 Dec 2011

arxiv: v1 [math.na] 11 Dec 2011 FORMULATION AND OPTIMIZATION OF THE ENERGY-BASED BLENDED QUASICONTINUUM METHOD arxiv:1112.2377v1 [math.na] 11 Dec 2011 M. LUSKIN, C. ORTNER, AND B. VAN KOTEN Abstract. We formulate an energy-based atomistic-to-continuum

More information

Construction and sharp consistency estimates for atomistic/continuum coupling methods: a 2D model problem

Construction and sharp consistency estimates for atomistic/continuum coupling methods: a 2D model problem Construction and sharp consistency estimates for atomistic/continuum coupling methods: a 2D model problem Lei Zhang with: Christoph Ortner Mathematical Institute University of Oxford Point Defects in Crystal

More information

Lehrstuhl Informatik V. Lehrstuhl Informatik V. 1. solve weak form of PDE to reduce regularity properties. Lehrstuhl Informatik V

Lehrstuhl Informatik V. Lehrstuhl Informatik V. 1. solve weak form of PDE to reduce regularity properties. Lehrstuhl Informatik V Part I: Introduction to Finite Element Methods Scientific Computing I Module 8: An Introduction to Finite Element Methods Tobias Necel Winter 4/5 The Model Problem FEM Main Ingredients Wea Forms and Wea

More information

Variational methods for lattice systems

Variational methods for lattice systems Variational methods for lattice systems Andrea Braides Università di Roma Tor Vergata and Mathematical Institute, Oxford Atomistic to Continuum Modelling Workshop Oxford Solid Mechanics November 29 2013

More information

An Extended Finite Element Method for a Two-Phase Stokes problem

An Extended Finite Element Method for a Two-Phase Stokes problem XFEM project An Extended Finite Element Method for a Two-Phase Stokes problem P. Lederer, C. Pfeiler, C. Wintersteiger Advisor: Dr. C. Lehrenfeld August 5, 2015 Contents 1 Problem description 2 1.1 Physics.........................................

More information

ANALYSIS OF LENNARD-JONES INTERACTIONS IN 2D

ANALYSIS OF LENNARD-JONES INTERACTIONS IN 2D ANALYSIS OF LENNARD-JONES INTERACTIONS IN 2D Andrea Braides (Roma Tor Vergata) ongoing work with Maria Stella Gelli (Pisa) Otranto, June 6 8 2012 Variational Problems with Multiple Scales Variational Analysis

More information

is the desired collar neighbourhood. Corollary Suppose M1 n, M 2 and f : N1 n 1 N2 n 1 is a diffeomorphism between some connected components

is the desired collar neighbourhood. Corollary Suppose M1 n, M 2 and f : N1 n 1 N2 n 1 is a diffeomorphism between some connected components 1. Collar neighbourhood theorem Definition 1.0.1. Let M n be a manifold with boundary. Let p M. A vector v T p M is called inward if for some local chart x: U V where U subsetm is open, V H n is open and

More information

Finite Elements. Colin Cotter. January 15, Colin Cotter FEM

Finite Elements. Colin Cotter. January 15, Colin Cotter FEM Finite Elements January 15, 2018 Why Can solve PDEs on complicated domains. Have flexibility to increase order of accuracy and match the numerics to the physics. has an elegant mathematical formulation

More information

Quasistatic Nonlinear Viscoelasticity and Gradient Flows

Quasistatic Nonlinear Viscoelasticity and Gradient Flows Quasistatic Nonlinear Viscoelasticity and Gradient Flows Yasemin Şengül University of Coimbra PIRE - OxMOS Workshop on Pattern Formation and Multiscale Phenomena in Materials University of Oxford 26-28

More information

Mixed Hybrid Finite Element Method: an introduction

Mixed Hybrid Finite Element Method: an introduction Mixed Hybrid Finite Element Method: an introduction First lecture Annamaria Mazzia Dipartimento di Metodi e Modelli Matematici per le Scienze Applicate Università di Padova mazzia@dmsa.unipd.it Scuola

More information

Laplace s Equation. Chapter Mean Value Formulas

Laplace s Equation. Chapter Mean Value Formulas Chapter 1 Laplace s Equation Let be an open set in R n. A function u C 2 () is called harmonic in if it satisfies Laplace s equation n (1.1) u := D ii u = 0 in. i=1 A function u C 2 () is called subharmonic

More information

Archimedes Center for Modeling, Analysis & Computation. Singular solutions in elastodynamics

Archimedes Center for Modeling, Analysis & Computation. Singular solutions in elastodynamics Archimedes Center for Modeling, Analysis & Computation Singular solutions in elastodynamics Jan Giesselmann joint work with A. Tzavaras (University of Crete and FORTH) Supported by the ACMAC project -

More information

Variational coarse graining of lattice systems

Variational coarse graining of lattice systems Variational coarse graining of lattice systems Andrea Braides (Roma Tor Vergata, Italy) Workshop Development and Analysis of Multiscale Methods IMA, Minneapolis, November 5, 2008 Analysis of complex lattice

More information

Energy-driven pattern formation. crystals

Energy-driven pattern formation. crystals : Optimal crystals 1 Mathematics Institute Warwick University Wien October 2014 Polymorphism It is amazing that even complex molecules like proteins crystallize without significant interference. The anti-aids

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

Finite difference method for elliptic problems: I

Finite difference method for elliptic problems: I Finite difference method for elliptic problems: I Praveen. C praveen@math.tifrbng.res.in Tata Institute of Fundamental Research Center for Applicable Mathematics Bangalore 560065 http://math.tifrbng.res.in/~praveen

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

Bridging methods for coupling atomistic and continuum models

Bridging methods for coupling atomistic and continuum models Bridging methods for coupling atomistic and continuum models Santiago Badia 12, Pavel Bochev 1, Max Gunzburger 3, Richard Lehoucq 1, and Michael Parks 1 1 Sandia National Laboratories, Computational Mathematics

More information

A Framework for Analyzing and Constructing Hierarchical-Type A Posteriori Error Estimators

A Framework for Analyzing and Constructing Hierarchical-Type A Posteriori Error Estimators A Framework for Analyzing and Constructing Hierarchical-Type A Posteriori Error Estimators Jeff Ovall University of Kentucky Mathematics www.math.uky.edu/ jovall jovall@ms.uky.edu Kentucky Applied and

More information

Continuum Surface Energy from a Lattice Model

Continuum Surface Energy from a Lattice Model Continuum Surface Energy from a Lattice Model Phoebus Rosakis Department of Applied Mathematics, University of Crete Heraklion 7003, Greece rosakis@tem.uoc.gr June 2, 204 Abstract We investigate certain

More information

Green s Functions and Distributions

Green s Functions and Distributions CHAPTER 9 Green s Functions and Distributions 9.1. Boundary Value Problems We would like to study, and solve if possible, boundary value problems such as the following: (1.1) u = f in U u = g on U, where

More information

Optimal multilevel preconditioning of strongly anisotropic problems.part II: non-conforming FEM. p. 1/36

Optimal multilevel preconditioning of strongly anisotropic problems.part II: non-conforming FEM. p. 1/36 Optimal multilevel preconditioning of strongly anisotropic problems. Part II: non-conforming FEM. Svetozar Margenov margenov@parallel.bas.bg Institute for Parallel Processing, Bulgarian Academy of Sciences,

More information

INTRODUCTION TO FINITE ELEMENT METHODS

INTRODUCTION TO FINITE ELEMENT METHODS INTRODUCTION TO FINITE ELEMENT METHODS LONG CHEN Finite element methods are based on the variational formulation of partial differential equations which only need to compute the gradient of a function.

More information

arxiv: v1 [math.na] 30 Jun 2014

arxiv: v1 [math.na] 30 Jun 2014 ATOMISTIC/CONTINUUM BLENDING WITH GHOST FORCE CORRECTION CHRISTOPH ORTNER AND L. ZHANG arxiv:1407.0053v1 [math.na] 30 Jun 2014 Abstract. We combine the ideas of atomistic/continuum energy blending and

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

Exam 2 extra practice problems

Exam 2 extra practice problems Exam 2 extra practice problems (1) If (X, d) is connected and f : X R is a continuous function such that f(x) = 1 for all x X, show that f must be constant. Solution: Since f(x) = 1 for every x X, either

More information

Measurement of deformation. Measurement of elastic force. Constitutive law. Finite element method

Measurement of deformation. Measurement of elastic force. Constitutive law. Finite element method Deformable Bodies Deformation x p(x) Given a rest shape x and its deformed configuration p(x), how large is the internal restoring force f(p)? To answer this question, we need a way to measure deformation

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

PH.D. PRELIMINARY EXAMINATION MATHEMATICS

PH.D. PRELIMINARY EXAMINATION MATHEMATICS UNIVERSITY OF CALIFORNIA, BERKELEY Dept. of Civil and Environmental Engineering FALL SEMESTER 2014 Structural Engineering, Mechanics and Materials NAME PH.D. PRELIMINARY EXAMINATION MATHEMATICS Problem

More information

Gradient Gibbs measures with disorder

Gradient Gibbs measures with disorder Gradient Gibbs measures with disorder Codina Cotar University College London April 16, 2015, Providence Partly based on joint works with Christof Külske Outline 1 The model 2 Questions 3 Known results

More information

A C 1 virtual element method for the Cahn-Hilliard equation with polygonal meshes. Marco Verani

A C 1 virtual element method for the Cahn-Hilliard equation with polygonal meshes. Marco Verani A C 1 virtual element method for the Cahn-Hilliard equation with polygonal meshes Marco Verani MOX, Department of Mathematics, Politecnico di Milano Joint work with: P. F. Antonietti (MOX Politecnico di

More information

A New Multigrid Method for Molecular Mechanics

A New Multigrid Method for Molecular Mechanics A New Multigrid Method for Molecular Mechanics Pingbing Ming k mpb@lsec.cc.ac.cn http//lsec.cc.ac.cn/ mpb Joint with Jingrun Chen (ICMSEC) &W. E (Princeton University) Supported by 973, NSFC Ecole des

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

[2] (a) Develop and describe the piecewise linear Galerkin finite element approximation of,

[2] (a) Develop and describe the piecewise linear Galerkin finite element approximation of, 269 C, Vese Practice problems [1] Write the differential equation u + u = f(x, y), (x, y) Ω u = 1 (x, y) Ω 1 n + u = x (x, y) Ω 2, Ω = {(x, y) x 2 + y 2 < 1}, Ω 1 = {(x, y) x 2 + y 2 = 1, x 0}, Ω 2 = {(x,

More information

Analytical Mechanics: Elastic Deformation

Analytical Mechanics: Elastic Deformation Analytical Mechanics: Elastic Deformation Shinichi Hirai Dept. Robotics, Ritsumeikan Univ. Shinichi Hirai (Dept. Robotics, Ritsumeikan Univ.) Analytical Mechanics: Elastic Deformation 1 / 60 Agenda Agenda

More information

COMPUTATIONAL MODELING OF SHAPE MEMORY MATERIALS

COMPUTATIONAL MODELING OF SHAPE MEMORY MATERIALS COMPUTATIONAL MODELING OF SHAPE MEMORY MATERIALS Jan Valdman Institute of Information Theory and Automation, Czech Academy of Sciences (Prague) based on joint works with Martin Kružík and Miroslav Frost

More information

BOUNDARY VALUE PROBLEMS ON A HALF SIERPINSKI GASKET

BOUNDARY VALUE PROBLEMS ON A HALF SIERPINSKI GASKET BOUNDARY VALUE PROBLEMS ON A HALF SIERPINSKI GASKET WEILIN LI AND ROBERT S. STRICHARTZ Abstract. We study boundary value problems for the Laplacian on a domain Ω consisting of the left half of the Sierpinski

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 THE FOLIATION OF SPACE-TIME BY CONSTANT MEAN CURVATURE HYPERSURFACES

ON THE FOLIATION OF SPACE-TIME BY CONSTANT MEAN CURVATURE HYPERSURFACES ON THE FOLIATION OF SPACE-TIME BY CONSTANT MEAN CURVATURE HYPERSURFACES CLAUS GERHARDT Abstract. We prove that the mean curvature τ of the slices given by a constant mean curvature foliation can be used

More information

Appendix A Functional Analysis

Appendix A Functional Analysis Appendix A Functional Analysis A.1 Metric Spaces, Banach Spaces, and Hilbert Spaces Definition A.1. Metric space. Let X be a set. A map d : X X R is called metric on X if for all x,y,z X it is i) d(x,y)

More information

Numerical schemes for short wave long wave interaction equations

Numerical schemes for short wave long wave interaction equations Numerical schemes for short wave long wave interaction equations Paulo Amorim Mário Figueira CMAF - Université de Lisbonne LJLL - Séminaire Fluides Compréssibles, 29 novembre 21 Paulo Amorim (CMAF - U.

More information

Constitutive models. Constitutive model: determines P in terms of deformation

Constitutive models. Constitutive model: determines P in terms of deformation Constitutive models Constitutive model: determines P in terms of deformation Elastic material: P depends only on current F Hyperelastic material: work is independent of path strain energy density function

More information

Coupled second order singular perturbations for phase transitions

Coupled second order singular perturbations for phase transitions Coupled second order singular perturbations for phase transitions CMU 06/09/11 Ana Cristina Barroso, Margarida Baía, Milena Chermisi, JM Introduction Let Ω R d with Lipschitz boundary ( container ) and

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

Algorithms for Scientific Computing

Algorithms for Scientific Computing Algorithms for Scientific Computing Finite Element Methods Michael Bader Technical University of Munich Summer 2016 Part I Looking Back: Discrete Models for Heat Transfer and the Poisson Equation Modelling

More information

A simple FEM solver and its data parallelism

A simple FEM solver and its data parallelism A simple FEM solver and its data parallelism Gundolf Haase Institute for Mathematics and Scientific Computing University of Graz, Austria Chile, Jan. 2015 Partial differential equation Considered Problem

More information

Mechanics of materials Lecture 4 Strain and deformation

Mechanics of materials Lecture 4 Strain and deformation Mechanics of materials Lecture 4 Strain and deformation Reijo Kouhia Tampere University of Technology Department of Mechanical Engineering and Industrial Design Wednesday 3 rd February, 206 of a continuum

More information

Weak convergence. Amsterdam, 13 November Leiden University. Limit theorems. Shota Gugushvili. Generalities. Criteria

Weak convergence. Amsterdam, 13 November Leiden University. Limit theorems. Shota Gugushvili. Generalities. Criteria Weak Leiden University Amsterdam, 13 November 2013 Outline 1 2 3 4 5 6 7 Definition Definition Let µ, µ 1, µ 2,... be probability measures on (R, B). It is said that µ n converges weakly to µ, and we then

More information

On Surface Meshes Induced by Level Set Functions

On Surface Meshes Induced by Level Set Functions On Surface Meshes Induced by Level Set Functions Maxim A. Olshanskii, Arnold Reusken, and Xianmin Xu Bericht Nr. 347 Oktober 01 Key words: surface finite elements, level set function, surface triangulation,

More information

Weak Galerkin Finite Element Scheme and Its Applications

Weak Galerkin Finite Element Scheme and Its Applications Weak Galerkin Finite Element Scheme and Its Applications Ran Zhang Department of Mathematics Jilin University, China IMS, Singapore February 6, 2015 Talk Outline Motivation WG FEMs: Weak Operators + Stabilizer

More information

Elements of Continuum Elasticity. David M. Parks Mechanics and Materials II February 25, 2004

Elements of Continuum Elasticity. David M. Parks Mechanics and Materials II February 25, 2004 Elements of Continuum Elasticity David M. Parks Mechanics and Materials II 2.002 February 25, 2004 Solid Mechanics in 3 Dimensions: stress/equilibrium, strain/displacement, and intro to linear elastic

More information

Chapter 3 Conforming Finite Element Methods 3.1 Foundations Ritz-Galerkin Method

Chapter 3 Conforming Finite Element Methods 3.1 Foundations Ritz-Galerkin Method Chapter 3 Conforming Finite Element Methods 3.1 Foundations 3.1.1 Ritz-Galerkin Method Let V be a Hilbert space, a(, ) : V V lr a bounded, V-elliptic bilinear form and l : V lr a bounded linear functional.

More information

u xx + u yy = 0. (5.1)

u xx + u yy = 0. (5.1) Chapter 5 Laplace Equation The following equation is called Laplace equation in two independent variables x, y: The non-homogeneous problem u xx + u yy =. (5.1) u xx + u yy = F, (5.) where F is a function

More information

ANALYSIS OF A ONE-DIMENSIONAL NONLOCAL QUASICONTINUUM METHOD

ANALYSIS OF A ONE-DIMENSIONAL NONLOCAL QUASICONTINUUM METHOD ANALYSIS OF A ONE-DIMENSIONAL NONLOCAL QUASICONTINUUM METHOD PINGBING MING AND JERRY ZHIJIAN YANG Abstract. The accuracy of the quasicontinuum method is analyzed using a series of models with increasing

More information

Finite Elements. Colin Cotter. January 18, Colin Cotter FEM

Finite Elements. Colin Cotter. January 18, Colin Cotter FEM Finite Elements January 18, 2019 The finite element Given a triangulation T of a domain Ω, finite element spaces are defined according to 1. the form the functions take (usually polynomial) when restricted

More information

ELLIPTIC RECONSTRUCTION AND A POSTERIORI ERROR ESTIMATES FOR PARABOLIC PROBLEMS

ELLIPTIC RECONSTRUCTION AND A POSTERIORI ERROR ESTIMATES FOR PARABOLIC PROBLEMS ELLIPTIC RECONSTRUCTION AND A POSTERIORI ERROR ESTIMATES FOR PARABOLIC PROBLEMS CHARALAMBOS MAKRIDAKIS AND RICARDO H. NOCHETTO Abstract. It is known that the energy technique for a posteriori error analysis

More information

A Hybrid Method for the Wave Equation. beilina

A Hybrid Method for the Wave Equation.   beilina A Hybrid Method for the Wave Equation http://www.math.unibas.ch/ beilina 1 The mathematical model The model problem is the wave equation 2 u t 2 = (a 2 u) + f, x Ω R 3, t > 0, (1) u(x, 0) = 0, x Ω, (2)

More information

Overlapping Schwarz preconditioners for Fekete spectral elements

Overlapping Schwarz preconditioners for Fekete spectral elements Overlapping Schwarz preconditioners for Fekete spectral elements R. Pasquetti 1, L. F. Pavarino 2, F. Rapetti 1, and E. Zampieri 2 1 Laboratoire J.-A. Dieudonné, CNRS & Université de Nice et Sophia-Antipolis,

More information

arxiv: v3 [math.na] 8 Sep 2015

arxiv: v3 [math.na] 8 Sep 2015 A Recovery-Based A Posteriori Error Estimator for H(curl) Interface Problems arxiv:504.00898v3 [math.na] 8 Sep 205 Zhiqiang Cai Shuhao Cao Abstract This paper introduces a new recovery-based a posteriori

More information

Conservation of mass. Continuum Mechanics. Conservation of Momentum. Cauchy s Fundamental Postulate. # f body

Conservation of mass. Continuum Mechanics. Conservation of Momentum. Cauchy s Fundamental Postulate. # f body Continuum Mechanics We ll stick with the Lagrangian viewpoint for now Let s look at a deformable object World space: points x in the object as we see it Object space (or rest pose): points p in some reference

More information

MIXED FINITE ELEMENTS FOR PLATES. Ricardo G. Durán Universidad de Buenos Aires

MIXED FINITE ELEMENTS FOR PLATES. Ricardo G. Durán Universidad de Buenos Aires MIXED FINITE ELEMENTS FOR PLATES Ricardo G. Durán Universidad de Buenos Aires - Necessity of 2D models. - Reissner-Mindlin Equations. - Finite Element Approximations. - Locking. - Mixed interpolation or

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

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

Second Order Elliptic PDE

Second Order Elliptic PDE Second Order Elliptic PDE T. Muthukumar tmk@iitk.ac.in December 16, 2014 Contents 1 A Quick Introduction to PDE 1 2 Classification of Second Order PDE 3 3 Linear Second Order Elliptic Operators 4 4 Periodic

More information

Space-time XFEM for two-phase mass transport

Space-time XFEM for two-phase mass transport Space-time XFEM for two-phase mass transport Space-time XFEM for two-phase mass transport Christoph Lehrenfeld joint work with Arnold Reusken EFEF, Prague, June 5-6th 2015 Christoph Lehrenfeld EFEF, Prague,

More information

Chapter Two: Numerical Methods for Elliptic PDEs. 1 Finite Difference Methods for Elliptic PDEs

Chapter Two: Numerical Methods for Elliptic PDEs. 1 Finite Difference Methods for Elliptic PDEs Chapter Two: Numerical Methods for Elliptic PDEs Finite Difference Methods for Elliptic PDEs.. Finite difference scheme. We consider a simple example u := subject to Dirichlet boundary conditions ( ) u

More information

Solutions of Selected Problems

Solutions of Selected Problems 1 Solutions of Selected Problems October 16, 2015 Chapter I 1.9 Consider the potential equation in the disk := {(x, y) R 2 ; x 2 +y 2 < 1}, with the boundary condition u(x) = g(x) r for x on the derivative

More information

Lecture 9 Approximations of Laplace s Equation, Finite Element Method. Mathématiques appliquées (MATH0504-1) B. Dewals, C.

Lecture 9 Approximations of Laplace s Equation, Finite Element Method. Mathématiques appliquées (MATH0504-1) B. Dewals, C. Lecture 9 Approximations of Laplace s Equation, Finite Element Method Mathématiques appliquées (MATH54-1) B. Dewals, C. Geuzaine V1.2 23/11/218 1 Learning objectives of this lecture Apply the finite difference

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

LECTURE-13 : GENERALIZED CAUCHY S THEOREM

LECTURE-13 : GENERALIZED CAUCHY S THEOREM LECTURE-3 : GENERALIZED CAUCHY S THEOREM VED V. DATAR The aim of this lecture to prove a general form of Cauchy s theorem applicable to multiply connected domains. We end with computations of some real

More information

Topology, Math 581, Fall 2017 last updated: November 24, Topology 1, Math 581, Fall 2017: Notes and homework Krzysztof Chris Ciesielski

Topology, Math 581, Fall 2017 last updated: November 24, Topology 1, Math 581, Fall 2017: Notes and homework Krzysztof Chris Ciesielski Topology, Math 581, Fall 2017 last updated: November 24, 2017 1 Topology 1, Math 581, Fall 2017: Notes and homework Krzysztof Chris Ciesielski Class of August 17: Course and syllabus overview. Topology

More information

2. Function spaces and approximation

2. Function spaces and approximation 2.1 2. Function spaces and approximation 2.1. The space of test functions. Notation and prerequisites are collected in Appendix A. Let Ω be an open subset of R n. The space C0 (Ω), consisting of the C

More information

An Introduction to Variational Inequalities

An Introduction to Variational Inequalities An Introduction to Variational Inequalities Stefan Rosenberger Supervisor: Prof. DI. Dr. techn. Karl Kunisch Institut für Mathematik und wissenschaftliches Rechnen Universität Graz January 26, 2012 Stefan

More information

CLASSIFICATION AND PRINCIPLE OF SUPERPOSITION FOR SECOND ORDER LINEAR PDE

CLASSIFICATION AND PRINCIPLE OF SUPERPOSITION FOR SECOND ORDER LINEAR PDE CLASSIFICATION AND PRINCIPLE OF SUPERPOSITION FOR SECOND ORDER LINEAR PDE 1. Linear Partial Differential Equations A partial differential equation (PDE) is an equation, for an unknown function u, that

More information

The linear equations can be classificed into the following cases, from easier to more difficult: 1. Linear: u y. u x

The linear equations can be classificed into the following cases, from easier to more difficult: 1. Linear: u y. u x Week 02 : Method of C haracteristics From now on we will stu one by one classical techniques of obtaining solution formulas for PDEs. The first one is the method of characteristics, which is particularly

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

Axioms of Adaptivity (AoA) in Lecture 3 (sufficient for optimal convergence rates)

Axioms of Adaptivity (AoA) in Lecture 3 (sufficient for optimal convergence rates) Axioms of Adaptivity (AoA) in Lecture 3 (sufficient for optimal convergence rates) Carsten Carstensen Humboldt-Universität zu Berlin 2018 International Graduate Summer School on Frontiers of Applied and

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 Variational Problems of the Dirichlet BVP of the Poisson Equation 1 For the homogeneous

More information

Axioms of Adaptivity (AoA) in Lecture 1 (sufficient for optimal convergence rates)

Axioms of Adaptivity (AoA) in Lecture 1 (sufficient for optimal convergence rates) Axioms of Adaptivity (AoA) in Lecture 1 (sufficient for optimal convergence rates) Carsten Carstensen Humboldt-Universität zu Berlin 2018 International Graduate Summer School on Frontiers of Applied and

More information

Iterative Methods for Linear Systems

Iterative Methods for Linear Systems Iterative Methods for Linear Systems 1. Introduction: Direct solvers versus iterative solvers In many applications we have to solve a linear system Ax = b with A R n n and b R n given. If n is large the

More information

Notes on Complex Analysis

Notes on Complex Analysis Michael Papadimitrakis Notes on Complex Analysis Department of Mathematics University of Crete Contents The complex plane.. The complex plane...................................2 Argument and polar representation.........................

More information

Lecture No 2 Degenerate Diffusion Free boundary problems

Lecture No 2 Degenerate Diffusion Free boundary problems Lecture No 2 Degenerate Diffusion Free boundary problems Columbia University IAS summer program June, 2009 Outline We will discuss non-linear parabolic equations of slow diffusion. Our model is the porous

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

Adaptive Finite Element Methods Lecture Notes Winter Term 2017/18. R. Verfürth. Fakultät für Mathematik, Ruhr-Universität Bochum

Adaptive Finite Element Methods Lecture Notes Winter Term 2017/18. R. Verfürth. Fakultät für Mathematik, Ruhr-Universität Bochum Adaptive Finite Element Methods Lecture Notes Winter Term 2017/18 R. Verfürth Fakultät für Mathematik, Ruhr-Universität Bochum Contents Chapter I. Introduction 7 I.1. Motivation 7 I.2. Sobolev and finite

More information

SCALE INVARIANT FOURIER RESTRICTION TO A HYPERBOLIC SURFACE

SCALE INVARIANT FOURIER RESTRICTION TO A HYPERBOLIC SURFACE SCALE INVARIANT FOURIER RESTRICTION TO A HYPERBOLIC SURFACE BETSY STOVALL Abstract. This result sharpens the bilinear to linear deduction of Lee and Vargas for extension estimates on the hyperbolic paraboloid

More information

R T (u H )v + (2.1) J S (u H )v v V, T (2.2) (2.3) H S J S (u H ) 2 L 2 (S). S T

R T (u H )v + (2.1) J S (u H )v v V, T (2.2) (2.3) H S J S (u H ) 2 L 2 (S). S T 2 R.H. NOCHETTO 2. Lecture 2. Adaptivity I: Design and Convergence of AFEM tarting with a conforming mesh T H, the adaptive procedure AFEM consists of loops of the form OLVE ETIMATE MARK REFINE to produce

More information

The Discontinuous Galerkin Method for Hyperbolic Problems

The Discontinuous Galerkin Method for Hyperbolic Problems Chapter 2 The Discontinuous Galerkin Method for Hyperbolic Problems In this chapter we shall specify the types of problems we consider, introduce most of our notation, and recall some theory on the DG

More information

Boundary Value Problems and Iterative Methods for Linear Systems

Boundary Value Problems and Iterative Methods for Linear Systems Boundary Value Problems and Iterative Methods for Linear Systems 1. Equilibrium Problems 1.1. Abstract setting We want to find a displacement u V. Here V is a complete vector space with a norm v V. In

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

Scientific Computing WS 2017/2018. Lecture 18. Jürgen Fuhrmann Lecture 18 Slide 1

Scientific Computing WS 2017/2018. Lecture 18. Jürgen Fuhrmann Lecture 18 Slide 1 Scientific Computing WS 2017/2018 Lecture 18 Jürgen Fuhrmann juergen.fuhrmann@wias-berlin.de Lecture 18 Slide 1 Lecture 18 Slide 2 Weak formulation of homogeneous Dirichlet problem Search u H0 1 (Ω) (here,

More information

Quasi-conformal minimal Lagrangian diffeomorphisms of the

Quasi-conformal minimal Lagrangian diffeomorphisms of the Quasi-conformal minimal Lagrangian diffeomorphisms of the hyperbolic plane (joint work with J.M. Schlenker) January 21, 2010 Quasi-symmetric homeomorphism of a circle A homeomorphism φ : S 1 S 1 is quasi-symmetric

More information