Méthode De Décomposition De Domaine Avec Adaptation De
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A Truncation Error Analysis of Third-Order MUSCL Scheme for Nonlinear Conservation Laws
A Truncation Error Analysis of Third-Order MUSCL Scheme for Nonlinear Conservation Laws Hiroaki Nishikawa∗ National Institute of Aerospace, Hampton, VA 23666, USA Abstract This paper is a rebuttal to the claim found in the literature that the MUSCL scheme cannot be third-order accurate for nonlinear conservation laws. We provide a rigorous proof for third-order accuracy of the MUSCL scheme based on a careful and detailed truncation error analysis. Throughout the analysis, the distinction between the cell average and the point value will be strictly made for the numerical solution as well as for the target operator. It is shown that the average of the solutions reconstructed at a face by Van Leer’s κ-scheme recovers a cubic solution exactly with κ = 1/3, the same is true for the average of the nonlinear fluxes evaluated by the reconstructed solutions, and a dissipation term is already sufficiently small with a third-order truncation error. Finally, noting that the target spatial operator is a cell-averaged flux derivative, we prove that the leading truncation error of the MUSCL finite-volume scheme is third-order with κ = 1/3. The importance of the diffusion scheme is also discussed: third-order accuracy will be lost when the third-order MUSLC scheme is used with a wrong fourth-order diffusion scheme for convection-diffusion problems. Third-order accuracy is verified by thorough numerical experiments for both steady and unsteady problems. This paper is intended to serve as a reference to clarify confusions about third-order accuracy of the MUSCL scheme, as a guide to correctly analyze and verify the MUSCL scheme for nonlinear equations, and eventually as the basis for clarifying third-order unstructured-grid schemes in a subsequent paper. -
Phd Thesis, Universit´Elibre De Bruxelles, Chauss´Eede Waterloo, 72, 1640 Rhode- St-Gen`Ese,Belgium, 2004
Universit´eLibre de Bruxelles von Karman Institute for Fluid Dynamics Aeronautics and Aerospace Department PhD. Thesis Algorithmic Developments for a Multiphysics Framework Thomas Wuilbaut Promoter: Prof. Herman Deconinck Contact information: Thomas Wuilbaut von Karman Institute for Fluid Dynamics 72 Chauss´eede Waterloo 1640 Rhode-St-Gen`ese BELGIUM email: [email protected] webpage: http://www.vki.ac.be/~wuilbaut To Olivia and her wonderful mother... Summary v Summary In this doctoral work, we adress various problems arising when dealing with multi-physical simulations using a segregated (non-monolithic) approach. We concentrate on a few specific problems and focus on the solution of aeroelastic flutter for linear elastic structures in compressible flows, conju- gate heat transfer for re-entry vehicles including thermo-chemical reactions and finally, industrial electro-chemical plating processes which often include stiff source terms. These problems are often solved using specifically devel- oped solvers, but these cannot easily be reused for different purposes. We have therefore considered the development of a flexible and reusable software platform for the simulation of multi-physics problems. We have based this development on the COOLFluiD framework developed at the von Karman Institute in collaboration with a group of partner institutions. For the solution of fluid flow problems involving compressible flows, we have used the Finite Volume method and we have focused on the applica- tion of the method to moving and deforming computational domains using the Arbitrary Lagrangian Eulerian formulation. Validation on a series of testcases (including turbulence) is shown. In parallel, novel time integration methods have been derived from two popular time discretization methods. -
The QUICK Scheme Is a Third-Order Finite-Volume Scheme with Point
The QUICK Scheme is a Third-Order Finite-Volume Scheme with Point-Valued Numerical Solutions Hiroaki Nishikawa∗ National Institute of Aerospace, Hampton, VA 23666, USA June 30, 2020 Abstract In this paper, we resolve the ever-present confusion over the QUICK scheme: it is a second-order scheme or a third-order scheme. The QUICK scheme, as proposed in the original reference [B. P. Leonard, Comput. Methods. Appl. Mech. Eng., 19, (1979), 59-98], is a third-order (not second-order) finite-volume scheme for the integral form of a general nonlinear conservation law with point-valued solutions stored at cell centers as numerical solutions. Third-order accuracy is proved by a careful and detailed truncation error analysis and demonstrated by a series of thorough numerical tests. The QUICK scheme requires a careful spatial discretization of a time derivative to preserve third-order accuracy for unsteady problems. Two techniques are discussed, including the QUICKEST scheme of Leonard. Discussions are given on how the QUICK scheme is mistakenly found to be second-order accurate. This paper is intended to serve as a reference to clarify any confusion about third-order accuracy of the QUICK scheme and also as the basis for clarifying economical high-order unstructured- grid schemes as we will discuss in a subsequent paper. 1 Introduction This paper is a sequel to the previous paper [1], where we discussed the third-order MUSCL scheme. The main motivation behind this work is to clarify some economical high-order unstructured-grid finite-volume schemes used in practical computational fluid dynamics solvers but largely confused in their mechanisms to achieve third- and possibly higher-order accuracy (e.g., third-order U-MUSCL with κ =1/2 [2], κ =1/3 [3, 4], κ = 0 [5, 6]). -
Multigrid and Saddle-Point Preconditioners for Unfitted Finite
Multigrid and saddle-point preconditioners for unfitted finite element modelling of inclusions Hardik Kothari∗and Rolf Krause† Institute of Computational Science, Universit`adella Svizzera italiana, Lugano, Switzerland February 17, 2021 Abstract In this work, we consider the modeling of inclusions in the material using an unfitted finite element method. In the unfitted methods, structured background meshes are used and only the underlying finite element space is modified to incorporate the discontinuities, such as inclusions. Hence, the unfitted methods provide a more flexible framework for modeling the materials with multiple inclusions. We employ the method of Lagrange multipliers for enforcing the interface conditions between the inclusions and matrix, this gives rise to the linear system of equations of saddle point type. We utilize the Uzawa method for solving the saddle point system and propose preconditioning strategies for primal and dual systems. For the dual systems, we review and compare the preconditioning strategies that are developed for FETI and SIMPLE methods. While for the primal system, we employ a tailored multigrid method specifically developed for the unfitted meshes. Lastly, the comparison between the proposed preconditioners is made through several numerical experiments. Keywords: Unfitted finite element method, multigrid method, saddle-point problem 1 Introduction In the modeling of many real-world engineering problems, we encounter material discontinuities, such as inclusions. The inclusions are found naturally in the materials, or can be artificially introduced to produce desired mechanical behavior. The finite element (FE) modeling of such inclusions requires to generate meshes that can resolve the interface between the matrix and inclusions, which can be a computationally cumbersome and expensive task. -
Finite-Volume Simulations of Maxwell's Equations On
Finite-Volume Simulations of Maxwell's Equations on Unstructured Grids Ian Jeffrey PhD Thesis Submitted in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy Department of Electrical and Computer Engineering University of Manitoba Winnipeg, Manitoba, Canada Copyright c 2011 by Ian Jeffrey Abstract Herein a fully parallel, upwind and flux-split Finite-Volume Time-Domain (FVTD) numerical engine for solving Maxwell's Equations on unstructured grids is developed. The required background theory for solving Maxwell's Equations using FVTD is given in sufficient detail, including a description of both the temporal and spatial approx- imations used. The details of the local-time stepping strategy of Fumeaux et al. is included. A global mesh-truncation scheme using field integration over a Huygens' surface is also presented. The capabilities of the FVTD algorithm are augmented with thin-wire and subcell circuit models that permit very flexible and accurate simulations of circuit-driven wire structures. Numerical and experimental validation shows that the proposed models have a wide-range of applications. Specifically, it appears that the thin-wire and subcell circuit models may be very well suited to the simulation of radio-frequency coils used in magnetic resonance imaging systems. A parallelization scheme for the volumetric field solver, combined with the local-time stepping, global mesh-truncation and subcell models is developed that theoretically provides both linear time- and memory scaling in a distributed parallel environment. Finally, the FVTD code is converted to the frequency domain and the possibility of using different flux-reconstruction schemes to improve the iterative convergence of the Finite-Volume Frequency-Domain algorithm is investigated. -
A FETI-DP Method for the Parallel Iterative Solution of Indefinite And
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Meth. Engng (in press) Published online in Wiley InterScience (www.interscience.wiley.com). DOI: 10.1002/nme.1282 A FETI-DP method for the parallel iterative solution of indefinite and complex-valued solid and shell vibration problems Charbel Farhat1,∗,†, Jing Li2 and Philip Avery1 1Department of Mechanical Engineering and Institute for Computational and Mathematical Engineering, Stanford University, Building 500, Stanford, CA 94305-3035, U.S.A. 2Department of Mathematical Sciences, Kent State University, Kent, OH 44242, U.S.A. SUMMARY The dual-primal finite element tearing and interconnecting (FETI-DP) domain decomposition method (DDM) is extended to address the iterative solution of a class of indefinite problems of the form K − 2M u = f, and a class of complex problems of the form K − 2M + iD u = f, where K, M, and D are three real symmetric matrices arising from the finite element discretization of solid and shell dynamic problems, i is the imaginary complex number, and is a real positive number. A key component of this extension is a new coarse problem based on the free-space solutions of Navier’s equations of motion. These solutions are waves, and therefore the resulting DDM is reminiscent of the FETI-H method. For this reason, it is named here the FETI-DPH method. For a practically large range, FETI-DPH is shown numerically to be scalable with respect to all of the problem size, substructure size, and number of substructures. The CPU performance of this iterative solver is illustrated on a 40-processor computing system with the parallel solution, for various ranges, of several large-scale, indefinite, or complex-valued systems of equations associated with shifted eigenvalue and forced frequency response structural dynamics problems. -
An Extension of the FETI Domain Decomposition Method for Incompressible and Nearly Incompressible Problems Benoit Vereecke, Henri Bavestrello, David Dureisseix
An extension of the FETI domain decomposition method for incompressible and nearly incompressible problems Benoit Vereecke, Henri Bavestrello, David Dureisseix To cite this version: Benoit Vereecke, Henri Bavestrello, David Dureisseix. An extension of the FETI domain decomposi- tion method for incompressible and nearly incompressible problems. Computer Methods in Applied Mechanics and Engineering, Elsevier, 2003, 192 (31-32), pp.3409-3429. 10.1016/S0045-7825(03)00313- X. hal-00141163 HAL Id: hal-00141163 https://hal.archives-ouvertes.fr/hal-00141163 Submitted on 12 Apr 2007 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. An extension of the FETI domain decomposition method for incompressible and nearly incompressible problems B. Vereecke,∗ H. Bavestrello,† D. Dureisseix‡ Abstract Incompressible and nearly incompressible problems are treated herein with a mixed finite element formulation in order to avoid ill-conditioning that prevents accuracy in pressure estimation and lack of convergence for iterative solution algorithms. A multilevel dual domain decomposition method is then chosen as an iterative algorithm: the original FETI and FETI-DP methods are extended to deal with such problems, when the dis- cretization of the pressure field is discontinuous throughout the elements. -
FETI-DP Domain Decomposition Method
ECOLE´ POLYTECHNIQUE FED´ ERALE´ DE LAUSANNE Master Project FETI-DP Domain Decomposition Method Supervisors: Author: Davide Forti Christoph Jaggli¨ Dr. Simone Deparis Prof. Alfio Quarteroni A thesis submitted in fulfilment of the requirements for the degree of Master in Mathematical Engineering in the Chair of Modelling and Scientific Computing Mathematics Section June 2014 Declaration of Authorship I, Christoph Jaggli¨ , declare that this thesis titled, 'FETI-DP Domain Decomposition Method' and the work presented in it are my own. I confirm that: This work was done wholly or mainly while in candidature for a research degree at this University. Where any part of this thesis has previously been submitted for a degree or any other qualification at this University or any other institution, this has been clearly stated. Where I have consulted the published work of others, this is always clearly at- tributed. Where I have quoted from the work of others, the source is always given. With the exception of such quotations, this thesis is entirely my own work. I have acknowledged all main sources of help. Where the thesis is based on work done by myself jointly with others, I have made clear exactly what was done by others and what I have contributed myself. Signed: Date: ii ECOLE´ POLYTECHNIQUE FED´ ERALE´ DE LAUSANNE Abstract School of Basic Science Mathematics Section Master in Mathematical Engineering FETI-DP Domain Decomposition Method by Christoph Jaggli¨ FETI-DP is a dual iterative, nonoverlapping domain decomposition method. By a Schur complement procedure, the solution of a boundary value problem is reduced to solving a symmetric and positive definite dual problem in which the variables are directly related to the continuity of the solution across the interface between the subdomains. -
Feti-Dp Method for Dg Discretization of Elliptic Problems with Discontinuous Coefficients
FETI-DP METHOD FOR DG DISCRETIZATION OF ELLIPTIC PROBLEMS WITH DISCONTINUOUS COEFFICIENTS MAKSYMILIAN DRYJA∗ AND MARCUS SARKIS∗† Abstract. In this paper a discontinuous Galerkin (DG) discretization of an elliptic two- dimensional problem with discontinuous coefficients is considered. The problem is posed on a polyg- onal region Ω which is a union of disjoint polygonals Ωi of diameter O(Hi) and forms a geometrically conforming partition of Ω. The discontinuities of the coefficients are assumed to occur only across ∂Ωi. Inside of each substructure Ωi, a conforming finite element space on a quasiuniform triangula- tion with triangular elements and mesh size O(hi) is introduced. To handle the nonmatching meshes across ∂Ωi, a discontinuous Galerkin discretization is considered. For solving the resulting discrete problem, a FETI-DP method is designed and analyzed. It is established that the condition number 2 of the method is estimated by C(1 + maxi log Hi/hi) with a constant C independent of hi, Hi and the jumps of the coefficients. The method is well suited for parallel computations and it can be straightforwardly extended to three-dimensional problems. Key words. Interior penalty discretization, discontinuous Galerkin, elliptic problems with discontinuous coefficients. finite element method, FETI-DP algorithms, preconditioners AMS subject classifications. 65F10, 65N20, 65N30 1. Introduction. In this paper a discontinuous Galerkin (DG) approximation of an elliptic problem with discontinuous coefficients is considered. The problem is posed on a polygonal region Ω which is a union of disjoint polygonal subregions Ωi of diameter O(Hi) and forms a geometrically partition of Ω, i.e., for i 6= j, ∂Ωi ∩ ∂Ωj is empty or is a common corner or edge of ∂Ωi and ∂Ωj, where an edge means a curve of continuous intervals. -
A Comparison of High-Resolution, Finite-Volume, Adaptive±Stencil
Advances in Water Resources 24 (2001) 29±48 www.elsevier.com/locate/advwatres A comparison of high-resolution, ®nite-volume, adaptive±stencil schemes for simulating advective±dispersive transport Matthew W. Farthing, Cass T. Miller * Department of Environmental Sciences and Engineering, Center for the Advanced Study of the Environment, University of North Carolina, Chapel Hill, NC 27599-7400, USA Received 1 February 2000; received in revised form 8 May 2000; accepted 16 May 2000 Abstract We investigate a set of adaptive±stencil, ®nite-volume schemes used to capture sharp fronts and shocks in a wide range of ®elds. Our objective is to determine the most promising methods available from this set for solving sharp-front advective±dispersive transport problems. Schemes are evaluated for a range of initial conditions, and for Peclet and Courant numbers. Based upon results from this work, we identify the most promising schemes based on eciency and robustness. Ó 2000 Elsevier Science Ltd. All rights reserved. 1. Introduction ecient for solving relatively simple advective-domi- nated problems. These approaches, however, can pose The processes of solute and energy transport in nat- mass conservation problems, are not well suited for ural systems are most often described using an advec- problems with multiple sources and non-linear mass tive±dispersive equation (ADE) with additional terms transfer terms, and can be diusive and oscillatory for sources, reactions, and interphase exchange of mass [3,19,38,44]. or energy [34]. For many problems, especially those in- Over the last decade, simulators in the water re- volving multiple species, ADE solutions can be a sub- sources ®eld have employed so-called high-resolution stantial part of the computational eort involved for a methods more and more for discretizing the advective given ¯ow and transport simulator. -
Software Concepts and Algorithms for an Efficient and Scalable Parallel Finite Element Method
Fakultät Mathematik und Naturwissenschaften, Institut für Wissenschaftliches Rechnen SOFTWARE CONCEPTS AND ALGORITHMS FOR AN EFFICIENT AND SCALABLE PARALLEL FINITE ELEMENT METHOD Der Fakultät Mathematik und Naturwissenschaften der Technischen Universität Dresden zur Erlangung des akademischen Grades Dr. rer. nat. eingereichte Dissertation von Thomas Witkowski geboren am 24. Mai 1982 in Loslau/Polen. Die Dissertation wurde in der Zeit von 07/2007 bis 12/2012 am Institut für Wissenschaftliches Rechnen angefertigt. Tag der Einreichung: ... Tag der Verteidigung: ... Gutachter: Prof. Dr. rer. nat. habil. A. Voigt Technische Universität Dresden ... ... Contents 1 Introduction 5 1.1 Overview ..................................... 6 1.2 Technicalnotes .................................. 6 2 Adaptivemeshesforfiniteelementmethod 9 2.1 Data structures of adaptive meshes . 9 2.2 Error estimation and adaptive strategies . 10 2.3 Meshstructurecodes............................... 11 3 Scalable parallelization 15 3.1 Formaldefinitions ................................ 18 3.2 Distributedmeshes................................ 20 3.2.1 Mesh structure codes for parallel mesh adaptivity . 23 3.2.2 Mesh partitioning and mesh distribution . 25 3.2.3 Parallel DOF mapping . 26 3.2.4 Efficiency and parallel scaling . 29 3.2.5 Limitations of coarse element based partitioning . 32 3.3 Linearsolvermethods .............................. 33 3.4 FETI-DP ..................................... 35 3.4.1 Implementationissues . 39 3.4.2 Numerical results . 42 3.5 Extensions of the standard FETI-DP . 48 3.5.1 InexactFETI-DP............................. 48 3.5.2 MultilevelFETI-DP ........................... 50 3.6 ANavier-Stokessolver .............................. 57 3.6.1 Implementationissues . 59 3.6.2 Numerical results . 60 3.6.3 Diffuse domain approach . 61 3.7 Softwareconcepts................................. 62 4 Multi-mesh method for Lagrange finite elements 69 4.1 Virtualmeshassembling............................. 70 4.1.1 CouplingtermsinsystemsofPDEs . -
New Roe Scheme for All Speed Flow
Role of Momentum Interpolation Mechanism of the Roe Scheme in Shock Instability Xiao-dong Ren1,2 Chun-wei Gu1 Xue-song Li1,* 1. Key Laboratory for Thermal Science and Power Engineering of Ministry of Education, Department of Thermal Engineering, Tsinghua University, Beijing 100084, PR China 2. Department of Mathematics, School of Science, Hong Kong University of Science and Technology, Hong Kong, China Abstract: The shock instability phenomenon is a famous problem for the shock-capturing scheme. By subdividing the numerical dissipation of the Roe scheme, the pressure-difference-driven modification for the cell face velocity is regarded as a version of the momentum interpolation method (MIM). The MIM is necessary for low Mach number flows to suppress the pressure checkerboard problem. Through the analysis and numerical tests, MIM has been discovered to have the most important function in shock instability. In fact, MIM should be completely removed for non-linear flows. However, unexpected MIM is activated on the cell face nearly parallel to the flow for high Mach number flows or low Mach number flows in shock. Therefore, the MIM should be kept for low Mach number flows and be completely removed for high Mach number flows and low Mach number flows in shock. For such conditions, two coefficients are designed on the basis of the local Mach number and a shock detector. The improved Roe scheme is then proposed. This scheme considers the requirement of MIM for incompressible and compressible flows and is validated for good performance of numerical tests. It is also proved that the acceptable result can be obtained with only Mach number coefficient for general practical computation.