Numerical Stability & Numerical Smoothness of Ordinary Differential
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Chapter 4 Finite Difference Gradient Information
Chapter 4 Finite Difference Gradient Information In the masters thesis Thoresson (2003), the feasibility of using gradient- based approximation methods for the optimisation of the spring and damper characteristics of an off-road vehicle, for both ride comfort and handling, was investigated. The Sequential Quadratic Programming (SQP) algorithm and the locally developed Dynamic-Q method were the two successive approximation methods used for the optimisation. The determination of the objective function value is performed using computationally expensive numerical simulations that exhibit severe inherent numerical noise. The use of forward finite differences and central finite differences for the determination of the gradients of the objective function within Dynamic-Q is also investigated. The results of this study, presented here, proved that the use of central finite differencing for gradient information improved the optimisation convergence history, and helped to reduce the difficulties associated with noise in the objective and constraint functions. This chapter presents the feasibility investigation of using gradient-based successive approximation methods to overcome the problems of poor gradient information due to severe numerical noise. The two approximation methods applied here are the locally developed Dynamic-Q optimisation algorithm of Snyman and Hay (2002) and the well known Sequential Quadratic 47 CHAPTER 4. FINITE DIFFERENCE GRADIENT INFORMATION 48 Programming (SQP) algorithm, the MATLAB implementation being used for this research (Mathworks 2000b). This chapter aims to provide the reader with more information regarding the Dynamic-Q successive approximation algorithm, that may be used as an alternative to the more established SQP method. Both algorithms are evaluated for effectiveness and efficiency in determining optimal spring and damper characteristics for both ride comfort and handling of a vehicle. -
Improving the Accuracy of Computed Eigenvalues and Eigenvectors*
SIAM J. NUMER. ANAL. 1983 Society for Industrial and Applied Mathematics Vol. 20, No. 1, February 1983 0036-1429/83/2001-0002 $01.25/0 IMPROVING THE ACCURACY OF COMPUTED EIGENVALUES AND EIGENVECTORS* J. J. DONGARRA,t C. B. MOLER AND J. H. WILKINSON Abstract. This paper describes and analyzes several variants of a computational method for improving the numerical accuracy of, and for obtaining numerical bounds on, matrix eigenvalues and eigenvectors. The method, which is essentially a numerically stable implementation of Newton's method, may be used to "fine tune" the results obtained from standard subroutines such as those in EISPACK [Lecture Notes in Computer Science 6, 51, Springer-Verlag, Berlin, 1976, 1977]. Extended precision arithmetic is required in the computation of certain residuals. Introduction. The calculation of an eigenvalue , and the corresponding eigenvec- tor x (here after referred to as an eigenpair) of a matrix A involves the solution of the nonlinear system of equations (A AI)x O. Starting from an approximation h and , a sequence of iterates may be determined using Newton's method or variants of it. The conditions on and guaranteeing convergence have been treated extensively in the literature. For a particularly lucid account the reader is referred to the book by Rail [3]. In a recent paper Wilkinson [7] describes an algorithm for determining error bounds for a computed eigenpair based on these mathematical concepts. Considerations of numerical stability were an essential feature of that paper and indeed were its main raison d'etre. In general this algorithm provides an improved eigenpair and error bounds for it; unless the eigenpair is very ill conditioned the improved eigenpair is usually correct to the precision of the computation used in the main body of the algorithm. -
Numerical Analysis Notes for Math 575A
Numerical Analysis Notes for Math 575A William G. Faris Program in Applied Mathematics University of Arizona Fall 1992 Contents 1 Nonlinear equations 5 1.1 Introduction . 5 1.2 Bisection . 5 1.3 Iteration . 9 1.3.1 First order convergence . 9 1.3.2 Second order convergence . 11 1.4 Some C notations . 12 1.4.1 Introduction . 12 1.4.2 Types . 13 1.4.3 Declarations . 14 1.4.4 Expressions . 14 1.4.5 Statements . 16 1.4.6 Function definitions . 17 2 Linear Systems 19 2.1 Shears . 19 2.2 Reflections . 24 2.3 Vectors and matrices in C . 27 2.3.1 Pointers in C . 27 2.3.2 Pointer Expressions . 28 3 Eigenvalues 31 3.1 Introduction . 31 3.2 Similarity . 31 3.3 Orthogonal similarity . 34 3.3.1 Symmetric matrices . 34 3.3.2 Singular values . 34 3.3.3 The Schur decomposition . 35 3.4 Vector and matrix norms . 37 3.4.1 Vector norms . 37 1 2 CONTENTS 3.4.2 Associated matrix norms . 37 3.4.3 Singular value norms . 38 3.4.4 Eigenvalues and norms . 39 3.4.5 Condition number . 39 3.5 Stability . 40 3.5.1 Inverses . 40 3.5.2 Iteration . 40 3.5.3 Eigenvalue location . 41 3.6 Power method . 43 3.7 Inverse power method . 44 3.8 Power method for subspaces . 44 3.9 QR method . 46 3.10 Finding eigenvalues . 47 4 Nonlinear systems 49 4.1 Introduction . 49 4.2 Degree . 51 4.2.1 Brouwer fixed point theorem . -
Numerically Stable Generation of Correlation Matrices and Their Factors ∗
BIT 0006-3835/00/4004-0640 $15.00 2000, Vol. 40, No. 4, pp. 640–651 c Swets & Zeitlinger NUMERICALLY STABLE GENERATION OF CORRELATION MATRICES AND THEIR FACTORS ∗ ‡ PHILIP I. DAVIES† and NICHOLAS J. HIGHAM Department of Mathematics, University of Manchester, Manchester, M13 9PL, England email: [email protected], [email protected] Abstract. Correlation matrices—symmetric positive semidefinite matrices with unit diagonal— are important in statistics and in numerical linear algebra. For simulation and testing it is desirable to be able to generate random correlation matrices with specified eigen- values (which must be nonnegative and sum to the dimension of the matrix). A popular algorithm of Bendel and Mickey takes a matrix having the specified eigenvalues and uses a finite sequence of Givens rotations to introduce 1s on the diagonal. We give im- proved formulae for computing the rotations and prove that the resulting algorithm is numerically stable. We show by example that the formulae originally proposed, which are used in certain existing Fortran implementations, can lead to serious instability. We also show how to modify the algorithm to generate a rectangular matrix with columns of unit 2-norm. Such a matrix represents a correlation matrix in factored form, which can be preferable to representing the matrix itself, for example when the correlation matrix is nearly singular to working precision. Key words: Random correlation matrix, Bendel–Mickey algorithm, eigenvalues, sin- gular value decomposition, test matrices, forward error bounds, relative error bounds, IMSL, NAG Library, Jacobi method. AMS subject classification: 65F15. 1 Introduction. An important class of symmetric positive semidefinite matrices is those with unit diagonal. -
The Original Euler's Calculus-Of-Variations Method: Key
Submitted to EJP 1 Jozef Hanc, [email protected] The original Euler’s calculus-of-variations method: Key to Lagrangian mechanics for beginners Jozef Hanca) Technical University, Vysokoskolska 4, 042 00 Kosice, Slovakia Leonhard Euler's original version of the calculus of variations (1744) used elementary mathematics and was intuitive, geometric, and easily visualized. In 1755 Euler (1707-1783) abandoned his version and adopted instead the more rigorous and formal algebraic method of Lagrange. Lagrange’s elegant technique of variations not only bypassed the need for Euler’s intuitive use of a limit-taking process leading to the Euler-Lagrange equation but also eliminated Euler’s geometrical insight. More recently Euler's method has been resurrected, shown to be rigorous, and applied as one of the direct variational methods important in analysis and in computer solutions of physical processes. In our classrooms, however, the study of advanced mechanics is still dominated by Lagrange's analytic method, which students often apply uncritically using "variational recipes" because they have difficulty understanding it intuitively. The present paper describes an adaptation of Euler's method that restores intuition and geometric visualization. This adaptation can be used as an introductory variational treatment in almost all of undergraduate physics and is especially powerful in modern physics. Finally, we present Euler's method as a natural introduction to computer-executed numerical analysis of boundary value problems and the finite element method. I. INTRODUCTION In his pioneering 1744 work The method of finding plane curves that show some property of maximum and minimum,1 Leonhard Euler introduced a general mathematical procedure or method for the systematic investigation of variational problems. -
Model Problems in Numerical Stability Theory for Initial Value Problems*
SIAM REVIEW () 1994 Society for Industrial and Applied Mathematics Vol. 36, No. 2, pp. 226-257, June 1994 004 MODEL PROBLEMS IN NUMERICAL STABILITY THEORY FOR INITIAL VALUE PROBLEMS* A.M. STUART AND A.R. HUMPHRIES Abstract. In the past numerical stability theory for initial value problems in ordinary differential equations has been dominated by the study of problems with simple dynamics; this has been motivated by the need to study error propagation mechanisms in stiff problems, a question modeled effectively by contractive linear or nonlinear problems. While this has resulted in a coherent and self-contained body of knowledge, it has never been entirely clear to what extent this theory is relevant for problems exhibiting more complicated dynamics. Recently there have been a number of studies of numerical stability for wider classes of problems admitting more complicated dynamics. This on-going work is unified and, in particular, striking similarities between this new developing stability theory and the classical linear and nonlinear stability theories are emphasized. The classical theories of A, B and algebraic stability for Runge-Kutta methods are briefly reviewed; the dynamics of solutions within the classes of equations to which these theories apply--linear decay and contractive problemsw are studied. Four other categories of equationsmgradient, dissipative, conservative and Hamiltonian systemsmare considered. Relationships and differences between the possible dynamics in each category, which range from multiple competing equilibria to chaotic solutions, are highlighted. Runge-Kutta schemes that preserve the dynamical structure of the underlying problem are sought, and indications of a strong relationship between the developing stability theory for these new categories and the classical existing stability theory for the older problems are given. -
Geometric Algebra and Covariant Methods in Physics and Cosmology
GEOMETRIC ALGEBRA AND COVARIANT METHODS IN PHYSICS AND COSMOLOGY Antony M Lewis Queens' College and Astrophysics Group, Cavendish Laboratory A dissertation submitted for the degree of Doctor of Philosophy in the University of Cambridge. September 2000 Updated 2005 with typo corrections Preface This dissertation is the result of work carried out in the Astrophysics Group of the Cavendish Laboratory, Cambridge, between October 1997 and September 2000. Except where explicit reference is made to the work of others, the work contained in this dissertation is my own, and is not the outcome of work done in collaboration. No part of this dissertation has been submitted for a degree, diploma or other quali¯cation at this or any other university. The total length of this dissertation does not exceed sixty thousand words. Antony Lewis September, 2000 iii Acknowledgements It is a pleasure to thank all those people who have helped me out during the last three years. I owe a great debt to Anthony Challinor and Chris Doran who provided a great deal of help and advice on both general and technical aspects of my work. I thank my supervisor Anthony Lasenby who provided much inspiration, guidance and encouragement without which most of this work would never have happened. I thank Sarah Bridle for organizing the useful lunchtime CMB discussion group from which I learnt a great deal, and the other members of the Cavendish Astrophysics Group for interesting discussions, in particular Pia Mukherjee, Carl Dolby, Will Grainger and Mike Hobson. I gratefully acknowledge ¯nancial support from PPARC. v Contents Preface iii Acknowledgements v 1 Introduction 1 2 Geometric Algebra 5 2.1 De¯nitions and basic properties . -
Upwind Summation by Parts Finite Difference Methods for Large Scale
Upwind summation by parts finite difference methods for large scale elastic wave simulations in 3D complex geometries ? Kenneth Durua,∗, Frederick Funga, Christopher Williamsa aMathematical Sciences Institute, Australian National University, Australia. Abstract High-order accurate summation-by-parts (SBP) finite difference (FD) methods constitute efficient numerical methods for simulating large-scale hyperbolic wave propagation problems. Traditional SBP FD operators that approximate first-order spatial derivatives with central-difference stencils often have spurious unresolved numerical wave-modes in their computed solutions. Recently derived high order accurate upwind SBP operators based non-central (upwind) FD stencils have the potential to suppress these poisonous spurious wave-modes on marginally resolved computational grids. In this paper, we demonstrate that not all high order upwind SBP FD operators are applicable. Numerical dispersion relation analysis shows that odd-order upwind SBP FD operators also support spurious unresolved high-frequencies on marginally resolved meshes. Meanwhile, even-order upwind SBP FD operators (of order 2; 4; 6) do not support spurious unresolved high frequency wave modes and also have better numerical dispersion properties. For all the upwind SBP FD operators we discretise the three space dimensional (3D) elastic wave equation on boundary-conforming curvilinear meshes. Using the energy method we prove that the semi-discrete ap- proximation is stable and energy-conserving. We derive a priori error estimate and prove the convergence of the numerical error. Numerical experiments for the 3D elastic wave equation in complex geometries corrobo- rate the theoretical analysis. Numerical simulations of the 3D elastic wave equation in heterogeneous media with complex non-planar free surface topography are given, including numerical simulations of community developed seismological benchmark problems. -
Stability Analysis for Systems of Differential Equations
Stability Analysis for Systems of Differential Equations David Eberly, Geometric Tools, Redmond WA 98052 https://www.geometrictools.com/ This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/ or send a letter to Creative Commons, PO Box 1866, Mountain View, CA 94042, USA. Created: February 8, 2003 Last Modified: March 2, 2008 Contents 1 Introduction 2 2 Physical Stability 2 3 Numerical Stability 4 3.1 Stability for Single-Step Methods..................................4 3.2 Stability for Multistep Methods...................................5 3.3 Choosing a Stable Step Size.....................................7 4 The Simple Pendulum 7 4.1 Numerical Solution of the ODE...................................8 4.2 Physical Stability for the Pendulum................................ 13 4.3 Numerical Stability of the ODE Solvers.............................. 13 1 1 Introduction In setting up a physical simulation involving objects, a primary step is to establish the equations of motion for the objects. These equations are formulated as a system of second-order ordinary differential equations that may be converted to a system of first-order equations whose dependent variables are the positions and velocities of the objects. Such a system is of the generic form x_ = f(t; x); t ≥ 0; x(0) = x0 (1) where x0 is a specified initial condition for the system. The components of x are the positions and velocities of the objects. The function f(t; x) includes the external forces and torques of the system. A computer implementation of the physical simulation amounts to selecting a numerical method to approximate the solution to the system of differential equations. -
Algorithmic Structure for Geometric Algebra Operators and Application to Quadric Surfaces Stephane Breuils
Algorithmic structure for geometric algebra operators and application to quadric surfaces Stephane Breuils To cite this version: Stephane Breuils. Algorithmic structure for geometric algebra operators and application to quadric surfaces. Operator Algebras [math.OA]. Université Paris-Est, 2018. English. NNT : 2018PESC1142. tel-02085820 HAL Id: tel-02085820 https://pastel.archives-ouvertes.fr/tel-02085820 Submitted on 31 Mar 2019 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. ÉCOLE DOCTORALE MSTIC THÈSE DE DOCTORAT EN INFORMATIQUE Structure algorithmique pour les opérateurs d’Algèbres Géométriques et application aux surfaces quadriques Auteur: Encadrants: Stéphane Breuils Dr. Vincent NOZICK Dr. Laurent FUCHS Rapporteurs: Prof. Dominique MICHELUCCI Prof. Pascal SCHRECK Examinateurs: Dr. Leo DORST Prof. Joan LASENBY Prof. Raphaëlle CHAINE Soutenue le 17 Décembre 2018 iii Thèse effectuée au Laboratoire d’Informatique Gaspard-Monge, équipe A3SI, dans les locaux d’ESIEE Paris LIGM, UMR 8049 École doctorale Paris-Est Cité Descartes, Cité Descartes, Bâtiment Copernic-5, bd Descartes 6-8 av. Blaise Pascal Champs-sur-Marne Champs-sur-Marne, 77 454 Marne-la-Vallée Cedex 2 77 455 Marne-la-Vallée Cedex 2 v Abstract Geometric Algebra is considered as a very intuitive tool to deal with geometric problems and it appears to be increasingly efficient and useful to deal with computer graphics problems. -
High Order Gradient, Curl and Divergence Conforming Spaces, with an Application to NURBS-Based Isogeometric Analysis
High order gradient, curl and divergence conforming spaces, with an application to compatible NURBS-based IsoGeometric Analysis R.R. Hiemstraa, R.H.M. Huijsmansa, M.I.Gerritsmab aDepartment of Marine Technology, Mekelweg 2, 2628CD Delft bDepartment of Aerospace Technology, Kluyverweg 2, 2629HT Delft Abstract Conservation laws, in for example, electromagnetism, solid and fluid mechanics, allow an exact discrete representation in terms of line, surface and volume integrals. We develop high order interpolants, from any basis that is a partition of unity, that satisfy these integral relations exactly, at cell level. The resulting gradient, curl and divergence conforming spaces have the propertythat the conservationlaws become completely independent of the basis functions. This means that the conservation laws are exactly satisfied even on curved meshes. As an example, we develop high ordergradient, curl and divergence conforming spaces from NURBS - non uniform rational B-splines - and thereby generalize the compatible spaces of B-splines developed in [1]. We give several examples of 2D Stokes flow calculations which result, amongst others, in a point wise divergence free velocity field. Keywords: Compatible numerical methods, Mixed methods, NURBS, IsoGeometric Analyis Be careful of the naive view that a physical law is a mathematical relation between previously defined quantities. The situation is, rather, that a certain mathematical structure represents a given physical structure. Burke [2] 1. Introduction In deriving mathematical models for physical theories, we frequently start with analysis on finite dimensional geometric objects, like a control volume and its bounding surfaces. We assign global, ’measurable’, quantities to these different geometric objects and set up balance statements. -
The Making of a Geometric Algebra Package in Matlab Computer Science Department University of Waterloo Research Report CS-99-27
The Making of a Geometric Algebra Package in Matlab Computer Science Department University of Waterloo Research Report CS-99-27 Stephen Mann∗, Leo Dorsty, and Tim Boumay [email protected], [email protected], [email protected] Abstract In this paper, we describe our development of GABLE, a Matlab implementation of the Geometric Algebra based on `p;q (where p + q = 3) and intended for tutorial purposes. Of particular note are the C matrix representation of geometric objects, effective algorithms for this geometry (inversion, meet and join), and issues in efficiency and numerics. 1 Introduction Geometric algebra extends Clifford algebra with geometrically meaningful operators, and its purpose is to facilitate geometrical computations. Present textbooks and implementation do not always convey this geometrical flavor or the computational and representational convenience of geometric algebra, so we felt a need for a computer tutorial in which representation, computation and visualization are combined to convey both the intuition and the techniques of geometric algebra. Current software packages are either Clifford algebra only (such as CLICAL [9] and CLIFFORD [1]) or do not include graphics [6], so we decide to build our own. The result is GABLE (Geometric Algebra Learning Environment) a hands-on tutorial on geometric algebra that should be accessible to the second year student in college [3]. The GABLE tutorial explains the basics of Geometric Algebra in an accessible manner. It starts with the outer product (as a constructor of subspaces), then treats the inner product (for perpendilarity), and moves via the geometric product (for invertibility) to the more geometrical operators such as projection, rotors, meet and join, and end with to the homogeneous model of Euclidean space.