Coupling of the Finite Volume Element Method and the Boundary Element Method – an a Priori Convergence Result
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Coupling Finite and Boundary Element Methods for Static and Dynamic
Comput. Methods Appl. Mech. Engrg. 198 (2008) 449–458 Contents lists available at ScienceDirect Comput. Methods Appl. Mech. Engrg. journal homepage: www.elsevier.com/locate/cma Coupling finite and boundary element methods for static and dynamic elastic problems with non-conforming interfaces Thomas Rüberg a, Martin Schanz b,* a Graz University of Technology, Institute for Structural Analysis, Graz, Austria b Graz University of Technology, Institute of Applied Mechanics, Technikerstr. 4, 8010 Graz, Austria article info abstract Article history: A coupling algorithm is presented, which allows for the flexible use of finite and boundary element meth- Received 1 February 2008 ods as local discretization methods. On the subdomain level, Dirichlet-to-Neumann maps are realized by Received in revised form 4 August 2008 means of each discretization method. Such maps are common for the treatment of static problems and Accepted 26 August 2008 are here transferred to dynamic problems. This is realized based on the similarity of the structure of Available online 5 September 2008 the systems of equations obtained after discretization in space and time. The global set of equations is then established by incorporating the interface conditions in a weighted sense by means of Lagrange Keywords: multipliers. Therefore, the interface continuity condition is relaxed and the interface meshes can be FEM–BEM coupling non-conforming. The field of application are problems from elastostatics and elastodynamics. Linear elastodynamics Ó Non-conforming interfaces 2008 Elsevier B.V. All rights reserved. FETI/BETI 1. Introduction main, this approach is often carried out only once for every time step which gives a staggering scheme. -
On Multigrid Methods for Solving Electromagnetic Scattering Problems
On Multigrid Methods for Solving Electromagnetic Scattering Problems Dissertation zur Erlangung des akademischen Grades eines Doktor der Ingenieurwissenschaften (Dr.-Ing.) der Technischen Fakultat¨ der Christian-Albrechts-Universitat¨ zu Kiel vorgelegt von Simona Gheorghe 2005 1. Gutachter: Prof. Dr.-Ing. L. Klinkenbusch 2. Gutachter: Prof. Dr. U. van Rienen Datum der mundliche¨ Prufung:¨ 20. Jan. 2006 Contents 1 Introductory remarks 3 1.1 General introduction . 3 1.2 Maxwell’s equations . 6 1.3 Boundary conditions . 7 1.3.1 Sommerfeld’s radiation condition . 9 1.4 Scattering problem (Model Problem I) . 10 1.5 Discontinuity in a parallel-plate waveguide (Model Problem II) . 11 1.6 Absorbing-boundary conditions . 12 1.6.1 Global radiation conditions . 13 1.6.2 Local radiation conditions . 18 1.7 Summary . 19 2 Coupling of FEM-BEM 21 2.1 Introduction . 21 2.2 Finite element formulation . 21 2.2.1 Discretization . 26 2.3 Boundary-element formulation . 28 3 4 CONTENTS 2.4 Coupling . 32 3 Iterative solvers for sparse matrices 35 3.1 Introduction . 35 3.2 Classical iterative methods . 36 3.3 Krylov subspace methods . 37 3.3.1 General projection methods . 37 3.3.2 Krylov subspace methods . 39 3.4 Preconditioning . 40 3.4.1 Matrix-based preconditioners . 41 3.4.2 Operator-based preconditioners . 42 3.5 Multigrid . 43 3.5.1 Full Multigrid . 47 4 Numerical results 49 4.1 Coupling between FEM and local/global boundary conditions . 49 4.1.1 Model problem I . 50 4.1.2 Model problem II . 63 4.2 Multigrid . 64 4.2.1 Theoretical considerations regarding the classical multi- grid behavior in the case of an indefinite problem . -
A Parallel Preconditioner for a FETI-DP Method for the Crouzeix-Raviart finite Element
A parallel preconditioner for a FETI-DP method for the Crouzeix-Raviart finite element Leszek Marcinkowski∗1 Talal Rahman2 1 Introduction In this paper, we present a Neumann-Dirichlet type parallel preconditioner for a FETI-DP method for the nonconforming Crouzeix-Raviart (CR) finite element dis- cretization of a model second order elliptic problem. The proposed method is almost optimal, in fact, the condition number of the preconditioned problem grows poly- logarithmically with respect to the mesh parameters of the local triangulations. In many scientific applications, where partial differential equations are used to model, the Crouzeix-Raviart (CR) finite element has been one of the most com- monly used nonconforming finite element for the numerical solution. This includes applications like the Poisson equation (cf. [11, 23]), the Darcy-Stokes problem (cf. [8]), the elasticity problem (cf. [3]). We also would like to add that there is a close relationship between mixed finite elements and the nonconforming finite element for the second order elliptic problem; cf. [1, 2]. The CR element has also been used in the framework of finite volume element method; cf. [9]. There exists quite a number of works focusing on iterative methods for the CR finite element for second order problems; cf. [4, 5, 10, 13, 16, 18, 19, 20, 21, 22] and references therein. The purpose of this paper is to propose a parallel algorithm based on a Neumann-Dirichlet preconditioner for a FETI-DP formulation of the CR finite element method for the second order elliptic problem. To our knowledge, this is apparently the first work on such preconditioner for the FETI-DP method for the Crouzeix-Raviart (CR) finite element. -
Hp-Finite Element Methods for Hyperbolic Problems
¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ Eidgen¨ossische Ecole polytechnique f´ed´erale de Zurich ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ Technische Hochschule Politecnico federale di Zurigo ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ ¢¢¢¢¢¢¢¢¢¢¢ Z¨urich Swiss Federal Institute of Technology Zurich hp-Finite Element Methods for Hyperbolic Problems E. S¨uli†, P. Houston† and C. Schwab ∗ Research Report No. 99-14 July 1999 Seminar f¨urAngewandte Mathematik Eidgen¨ossische Technische Hochschule CH-8092 Z¨urich Switzerland †Oxford University Computing Laboratory, Wolfson Building, Parks Road, Oxford OX1 3QD, United Kingdom ∗E. S¨uliand P. Houston acknowledge the financial support of the EPSRC (Grant GR/K76221) hp-Finite Element Methods for Hyperbolic Problems E. S¨uli†, P. Houston† and C. Schwab ∗ Seminar f¨urAngewandte Mathematik Eidgen¨ossische Technische Hochschule CH-8092 Z¨urich Switzerland Research Report No. 99-14 July 1999 Abstract This paper is devoted to the a priori and a posteriori error analysis of the hp-version of the discontinuous Galerkin finite element method for partial differential equations of hyperbolic and nearly-hyperbolic character. We consider second-order partial dif- ferential equations with nonnegative characteristic form, a large class of equations which includes convection-dominated diffusion problems, degenerate elliptic equa- tions and second-order problems of mixed elliptic-hyperbolic-parabolic type. An a priori error bound is derived for the method in the so-called DG-norm which is optimal in terms of the mesh size h; the error bound is either 1 degree or 1/2 de- gree below optimal in terms of the polynomial degree p, depending on whether the problem is convection-dominated, or diffusion-dominated, respectively. In the case of a first-order hyperbolic equation the error bound is hp-optimal in the DG-norm. -
Uncertainties in the Solutions to Boundary Element
UNCERTAINTIES IN THE SOLUTIONS TO BOUNDARY ELEMENT METHOD: AN INTERVAL APPROACH by BARTLOMIEJ FRANCISZEK ZALEWSKI Submitted in partial fulfillment of the requirements For the degree of Doctor of Philosophy Dissertation Adviser: Dr. Robert L. Mullen Department of Civil Engineering CASE WESTERN RESERVE UNIVERSITY August, 2008 CASE WESTERN RESERVE UNIVERSITY SCHOOL OF GRADUATE STUDIES We hereby approve the thesis/dissertation of ______________Bartlomiej Franciszek Zalewski______________ candidate for the Doctor of Philosophy degree *. (signed)_________________Robert L. Mullen________________ (chair of the committee) ______________Arthur A. Huckelbridge_______________ ______________Xiangwu (David) Zeng_______________ _________________Daniela Calvetti__________________ _________________Shad M. Sargand_________________ (date) _______4-30-2008________ *We also certify that written approval has been obtained for any proprietary material contained therein. With love I dedicate my Ph.D. dissertation to my parents. TABLE OF CONTENTS LIST OF TABLES ………………………………………………………………………. 5 LIST OF FIGURES ……………………………………………………………………… 6 ACKNOWLEDGEMENTS ………………………………………………………..…… 10 LIST OF SYMBOLS ……………………………………………………….……………11 ABSTRACT …………………………………………………………………………...... 13 CHAPTER I. INTRODUCTION ……………………………………………………………… 15 1.1 Background ………………………………………………...………… 15 1.2 Overview ……………………………………………..…………….… 20 1.3 Historical Background ………………………………………….……. 21 1.3.1 Historical Background of Boundary Element Method ……. 21 1.3.2 Historical Background of Interval -
The Boundary Element Method in Acoustics
The Boundary Element Method in Acoustics by Stephen Kirkup 1998/2007 . The Boundary Element Method in Acoustics by S. M. Kirkup First edition published in 1998 by Integrated Sound Software and is published in 2007 in electronic format (corrections and minor amendments on the 1998 print). Information on this and related publications and software (including the second edi- tion of this work, when complete) can be obtained from the web site http://www.boundary-element-method.com The author’s publications can generally be found through the web page http://www.kirkup.info/papers The nine subroutines and the corresponding nine example test programs are available in Fortran 77 on CD ABEMFULL. The original core routines can be downloaded from the web site. The learning package of subroutines ABEM2D is can be downloaded from the web site. See the web site for a full price list and alternative methods of obtaining the software. ISBN 0 953 4031 06 The work is subject to copyright. All rights are reserved, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilm or in any other way, and storage in data banks. Duplication of this publication or parts thereof is subject to the permission of the author. c Stephen Kirkup 1998-2007. Preface to 2007 Print Having run out of hard copies of the book a number of years ago, the author is pleased to publish an on-line version of the book in PDF format. A number of minor corrections have been made to the original, following feedback from a number of readers. -
A Face-Centred Finite Volume Method for Second-Order Elliptic Problems
A face-centred finite volume method for second-order elliptic problems Ruben Sevilla Zienkiewicz Centre for Computational Engineering, College of Engineering, Swansea University, Wales, UK Matteo Giacomini, and Antonio Huerta Laboratori de C`alculNum`eric(LaC`aN), ETS de Ingenieros de Caminos, Canales y Puertos, Universitat Polit`ecnicade Catalunya, Barcelona, Spain December 19, 2017 Abstract This work proposes a novel finite volume paradigm, the face-centred finite volume (FCFV) method. Contrary to the popular vertex (VCFV) and cell (CCFV) centred finite volume methods, the novel FCFV defines the solution on the mesh faces (edges in 2D) to construct locally-conservative numerical schemes. The idea of the FCFV method stems from a hybridisable discontinuous Galerkin (HDG) formulation with constant degree of approximation, thus inheriting the convergence properties of the classical HDG. The resulting FCFV features a global problem in terms of a piecewise constant function defined on the faces of the mesh. The solution and its gradient in each element are then recovered by solving a set of independent element-by-element problems. The mathematical formulation of FCFV for Poisson and Stokes equation is derived and numerical evidence of optimal convergence in 2D and 3D is provided. Numerical examples are presented to illustrate the accuracy, efficiency and robustness of the proposed methodology. The results show that, contrary to other FV methods, arXiv:1712.06173v1 [math.NA] 17 Dec 2017 the accuracy of the FCFV method is not sensitive to mesh distortion and stretching. In addition, the FCFV method shows its better performance, accuracy and robustness using simplicial elements, facilitating its application to problems involving complex geometries in 3D. -
A Boundary-Spheropolygon Element Method for Modelling Sub-Particle Stress and Particle Breakage
A Boundary-Spheropolygon Element Method for Modelling Sub-particle Stress and Particle Breakage YUPENG JIANG1, HANS J. HERRMANN2, FERNANDO ALONSO-MARROQUIN*1, 1. School of Civil Engineering, The University of Sydney, Australia 2. Computational Physics for Engineering Materials, ETH Zurich, Switzerland Abstract: We present a boundary-spheropolygon element method that combines the boundary element method (BEM) and the spheropolygon-based discrete element method (SDEM). The interaction between particles is simulated via the SDEM, and the sub-particle stress is calculated by BEM. The framework of BSEM is presented. Then, the accuracy and efficiency of the method are analysed by comparison with both analytical solutions and a well-established finite element method. The results demonstrate that BSEM can efficiently provide instant sub-particle stress for particles with an optimized compromise between computational time and accuracy, thus overcoming most of the disadvantages of existing numerical methods. Keywords: Boundary-Spheropolygon element method; Particle stress state; Particle breakage; Numerical simulation 1. Introduction Particle breakage is ubiquitous for granular materials. Breakage is caused by many reasons, such as strong compressive loading, large shear displacement, extreme temperature, dehydration or chemical effects. Based on laboratory studies, it is concluded that breakage causes changes in particle size distribution [1-4] and particle shape [5,6], which in turn change the state variables, such as density and compressibility, that govern the mechanical behaviour of the bulk granular material. These studies have provided a framework for studying particle breakage. However, due to the limitations in experimental observations, laboratory studies are not able to offer more detailed information about the breakage process. -
A Three-Dimensional Electrostatic Particle-In-Cell Methodology on Unstructured Delaunay–Voronoi Grids
Journal of Computational Physics 228 (2009) 3742–3761 Contents lists available at ScienceDirect Journal of Computational Physics journal homepage: www.elsevier.com/locate/jcp A three-dimensional electrostatic particle-in-cell methodology on unstructured Delaunay–Voronoi grids Nikolaos A. Gatsonis *, Anton Spirkin Mechanical Engineering Department, Worcester Polytechnic Institute, 100 Institute Road, Worcester, MA 01609, USA article info abstract Article history: The mathematical formulation and computational implementation of a three-dimensional Received 20 March 2008 particle-in-cell methodology on unstructured Delaunay–Voronoi tetrahedral grids is pre- Received in revised form 30 January 2009 sented. The method allows simulation of plasmas in complex domains and incorporates Accepted 3 February 2009 the duality of the Delaunay–Voronoi in all aspects of the particle-in-cell cycle. Charge Available online 12 February 2009 assignment and field interpolation weighting schemes of zero- and first-order are formu- lated based on the theory of long-range constraints. Electric potential and fields are derived from a finite-volume formulation of Gauss’ law using the Voronoi–Delaunay dual. Bound- Keywords: ary conditions and the algorithms for injection, particle loading, particle motion, and par- Three-dimensional particle-in-cell (PIC) Unstructured PIC ticle tracking are implemented for unstructured Delaunay grids. Error and sensitivity Delaunay–Voronoi analysis examines the effects of particles/cell, grid scaling, and timestep on the numerical heating, the slowing-down time, and the deflection times. The problem of current collec- tion by cylindrical Langmuir probes in collisionless plasmas is used for validation. Numer- ical results compare favorably with previous numerical and analytical solutions for a wide range of probe radius to Debye length ratios, probe potentials, and electron to ion temper- ature ratios. -
From Finite Volumes to Discontinuous Galerkin and Flux Reconstruction
From Finite Volumes to Discontinuous Galerkin and Flux Reconstruction Sigrun Ortleb Department of Mathematics and Natural Sciences, University of Kassel GOFUN 2017 OpenFOAM user meeting March 21, 2017 Numerical simulation of fluid flow This includes flows of liquids and gases such as flow of air or flow of water src: NCTR src: NOAA src: NASA Goddard Spreading of Tsunami waves Weather prediction Flow through sea gates Requirements on numerical solvers High accuracy of computation Detailed resolution of physical phenomena Stability and efficiency, robustness Compliance with physical laws CC BY 3.0 (e.g. conservation) Flow around airplanes 1 Contents 1 The Finite Volume Method 2 The Discontinuous Galerkin Scheme 3 SBP Operators & Flux Reconstruction 4 Current High Performance DG / FR Schemes Derivation of fluid equations Based on physical principles: conservation of quantities & balance of forces mathematical tools: Reynolds transport & Gauß divergence theorem Different formulations: Integral conservation law d Z Z Z u dx + F(u; ru) · n dσ = s(u; x; t) dx dt V @V V Partial differential equation @u n + r · F = s @t V embodies the physical principles 2 Physical principle: conservation of mass dm d Z Z @ρ Z = ρ dx = dx + ρv · n dσ = 0 dt dt Vt Vt @t @Vt Divergence theorem yields Z @ρ @ρ + r · (ρv) dx = 0 ) + r · (ρv) = 0 V ≡Vt @t @t continuity equation Derivation of the continuity equation Based on Reynolds transport theorem d Z Z @u(x; t) Z u(x; t) dx = dx + u(x; t) v · n dσ dt Vt Vt @t @Vt rate of change rate of change convective transfer = + in moving -
Short Communication on Methods for Nonlinear
Mathematica Eterna Short Communication 2020 Short Communication on Methods for non- linear Alexander S* Associate Professor, Emeritus-Ankara University, E-mail: [email protected], Turkey There are no generally appropriate methods to solve nonlinear Semianalytical methods PDEs. Still, subsistence and distinctiveness results (such as the The Adomian putrefaction method, the Lyapunov simulated Cauchy–Kowalevski theorem) are recurrently possible, as are small constraint method, and his homotopy perturbation mode proofs of significant qualitative and quantitative properties of are all individual cases of the more wide-ranging homotopy solutions (attainment these results is a major part of study). scrutiny method. These are sequence extension methods, and Computational solution to the nonlinear PDEs, the split-step excluding for the Lyapunov method, are self-determining of small technique, exists for specific equations like nonlinear corporal parameters as compared to the well known perturbation Schrödinger equation. theory, thus generous these methods greater litheness and However, some techniques can be used for several types of resolution simplification. equations. The h-principle is the most powerful method to resolve under gritty equations. The Riquier–Janet theory is an Numerical Solutions effective method for obtaining information about many logical The three most extensively used mathematical methods to resolve over determined systems. PDEs are the limited element method (FEM), finite volume The method of description can be used in some very methods (FVM) and finite distinction methods (FDM), as well exceptional cases to solve partial discrepancy equations. other kind of methods called net free, which were completed to In some cases, a PDE can be solved via perturbation analysis in solve trouble where the above mentioned methods are limited. -
Optimal Additive Schwarz Preconditioning for Adaptive 2D IGA
OPTIMAL ADDITIVE SCHWARZ PRECONDITIONING FOR ADAPTIVE 2D IGA BOUNDARY ELEMENT METHODS THOMAS FUHRER,¨ GREGOR GANTNER, DIRK PRAETORIUS, AND STEFAN SCHIMANKO Abstract. We define and analyze (local) multilevel diagonal preconditioners for isogeo- metric boundary elements on locally refined meshes in two dimensions. Hypersingular and weakly-singular integral equations are considered. We prove that the condition number of the preconditioned systems of linear equations is independent of the mesh-size and the re- finement level. Therefore, the computational complexity, when using appropriate iterative solvers, is optimal. Our analysis is carried out for closed and open boundaries and numerical examples confirm our theoretical results. 1. Introduction In the last decade, the isogeometric analysis (IGA) had a strong impact on the field of scientific computing and numerical analysis. We refer, e.g., to the pioneering work [HCB05] and to [CHB09, BdVBSV14] for an introduction to the field. The basic idea is to utilize the same ansatz functions for approximations as are used for the description of the geometry by some computer aided design (CAD) program. Here, we consider the case, where the geometry is represented by rational splines. For certain problems, where the fundamental solution is known, the boundary element method (BEM) is attractive since CAD programs usually only provide a parametrization of the boundary ∂Ω and not of the volume Ω itself. Isogeometric BEM (IGABEM) has first been considered for 2D BEM in [PGK+09] and for 3D BEM in [SSE+13]. We refer to [SBTR12, PTC13, SBLT13, NZW+17] for numerical experiments, to [HR10, TM12, MZBF15, DHP16, DHK+18, DKSW18] for fast IGABEM based on wavelets, fast multipole, -matrices resp.