A High-Order Boris Integrator
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Strong Form Meshfree Collocation Method for Higher Order and Nonlinear Pdes in Engineering Applications
University of Colorado, Boulder CU Scholar Civil Engineering Graduate Theses & Dissertations Civil, Environmental, and Architectural Engineering Spring 1-1-2019 Strong Form Meshfree Collocation Method for Higher Order and Nonlinear Pdes in Engineering Applications Andrew Christian Beel University of Colorado at Boulder, [email protected] Follow this and additional works at: https://scholar.colorado.edu/cven_gradetds Part of the Civil Engineering Commons, and the Partial Differential Equations Commons Recommended Citation Beel, Andrew Christian, "Strong Form Meshfree Collocation Method for Higher Order and Nonlinear Pdes in Engineering Applications" (2019). Civil Engineering Graduate Theses & Dissertations. 471. https://scholar.colorado.edu/cven_gradetds/471 This Thesis is brought to you for free and open access by Civil, Environmental, and Architectural Engineering at CU Scholar. It has been accepted for inclusion in Civil Engineering Graduate Theses & Dissertations by an authorized administrator of CU Scholar. For more information, please contact [email protected]. Strong Form Meshfree Collocation Method for Higher Order and Nonlinear PDEs in Engineering Applications Andrew Christian Beel B.S., University of Colorado Boulder, 2019 A thesis submitted to the Faculty of the Graduate School of the University of Colorado Boulder in partial fulfillment of the requirement for the degree of Master of Science Department of Civil, Environmental and Architectural Engineering 2019 This thesis entitled: Strong Form Meshfree Collocation Method for Higher Order and Nonlinear PDEs in Engineering Applications written by Andrew Christian Beel has been approved for the Department of Civil, Environmental and Architectural Engineering Dr. Jeong-Hoon Song (Committee Chair) Dr. Ronald Pak Dr. Victor Saouma Dr. Richard Regueiro Date The final copy of this thesis has been examined by the signatories, and we find that both the content and the form meet acceptable presentation standards of scholarly work in the above mentioned discipline. -
Workshop High-Order Numerical Approximation for Partial Differential Equations
Workshop High-Order Numerical Approximation for Partial Differential Equations Hausdorff Center for Mathematics University of Bonn February 6-10, 2012 Organizers Alexey Chernov (University of Bonn) Christoph Schwab (ETH Zurich) Program overview Time Monday Tuesday Wednesday Thursday Friday 8:00 Registration 8:40 Opening 9:00 Stephan Sloan Ainsworth Demkowicz Buffa 10:00 Canuto Nobile Sherwin Houston Beir~ao da Veiga 10:30 Reali 11:00 Coffee break 11:30 Quarteroni Gittelson Sch¨oberl Sch¨otzau Sangalli 12:00 Bespalov 12:30 Lunch break 14:30 Dauge Xiu Wihler D¨uster Excursions: 15:00 Yosibash Arithmeum 15:30 Melenk Litvinenko Hesthaven or Coffee break 16:00 Maischak Rank Botanic 16:30 Coffee break Coffee break Gardens 17:00 Maday Hackbusch Hiptmair {18:00 Free Time 20:00 Dinner 2 Detailed program Monday, 9:00{9:55 Ernst P. Stephan hp-adaptive DG-FEM for Parabolic Obstacle Problems Monday, 10:00{10:55 Claudio Canuto Adaptive Fourier-Galerkin Methods Monday, 11:30{12:25 Alfio Quarteroni Discontinuous approximation of elastodynamics equations Monday, 14:30{15:25 Monique Dauge Weighted analytic regularity in polyhedra Monday, 15:30{16:25 Jens Markus Melenk Stability and convergence of Galerkin discretizations of the Helmholtz equation Monday, 17:00{17:55 Yvon Maday A generalized empirical interpolation method based on moments and application Tuesday, 9:00{9:55 Ian H. Sloan PDE with random coefficients as a problem in high dimensional integration Tuesday, 10:00{10:55 Fabio Nobile Stochastic Polynomial approximation of PDEs with random coefficients Tuesday, -
Vibration Odes 1
Vibration ODEs 1 Vibration problems lead to differential equations with solutions that oscillate in time, typically in a damped or undamped sinusoidal fashion. Such solutions put certain demands on the numerical methods compared to other phenomena whose solutions are monotone or very smooth. Both the frequency and amplitude of the oscillations need to be accurately handled by the numerical schemes. The forthcom- ing text presents a range of different methods, from classical ones (Runge-Kutta and midpoint/Crank-Nicolson methods), to more modern and popular symplectic (ge- ometric) integration schemes (Leapfrog, Euler-Cromer, and Störmer-Verlet meth- ods), but with a clear emphasis on the latter. Vibration problems occur throughout mechanics and physics, but the methods discussed in this text are also fundamen- tal for constructing successful algorithms for partial differential equations of wave nature in multiple spatial dimensions. 1.1 Finite Difference Discretization Many of the numerical challenges faced when computing oscillatory solutions to ODEs and PDEs can be captured by the very simple ODE u00 C u D 0. This ODE is thus chosen as our starting point for method development, implementation, and analysis. 1.1.1 A Basic Model for Vibrations The simplest model of a vibrating mechanical system has the following form: u00 C !2u D 0; u.0/ D I; u0.0/ D 0; t 2 .0; T : (1.1) Here, ! and I are given constants. Section 1.12.1 derives (1.1) from physical prin- ciples and explains what the constants mean. The exact solution of (1.1)is u.t/ D I cos.!t/ : (1.2) © The Author(s) 2017 1 H.P. -
ICES REPORT 14-04 Collocation on Hp Finite Element Meshes
ICES REPORT 14-04 February 2014 Collocation On Hp Finite Element Meshes: Reduced Quadrature Perspective, Cost Comparison With Standard Finite Elements, And Explicit Structural Dynamics by Dominik Schillinger, John a. Evans, Felix Frischmann, Rene R. Hiemstra, Ming-Chen Hsu, Thomas J.R. Hughes The Institute for Computational Engineering and Sciences The University of Texas at Austin Austin, Texas 78712 Reference: Dominik Schillinger, John a. Evans, Felix Frischmann, Rene R. Hiemstra, Ming-Chen Hsu, Thomas J.R. Hughes, "Collocation On Hp Finite Element Meshes: Reduced Quadrature Perspective, Cost Comparison With Standard Finite Elements, And Explicit Structural Dynamics," ICES REPORT 14-04, The Institute for Computational Engineering and Sciences, The University of Texas at Austin, February 2014. Collocation on hp finite element meshes: Reduced quadrature perspective, cost comparison with standard finite elements, and explicit structural dynamics Dominik Schillingera,b,∗, John A. Evansc, Felix Frischmannd, Ren´eR. Hiemstrab, Ming-Chen Hsue, Thomas J.R. Hughesb aDepartment of Civil Engineering, University of Minnesota, Twin Cities, USA bInstitute for Computational Engineering and Sciences, The University of Texas at Austin, USA cAerospace Engineering Sciences, University of Colorado Boulder, USA dLehrstuhl f¨ur Computation in Engineering, Technische Universit¨at M¨unchen, Germany eDepartment of Mechanical Engineering, Iowa State University, Ames, USA Abstract We demonstrate the potential of collocation methods for efficient higher-order analysis on standard nodal finite element meshes. We focus on a collocation method that is variation- ally consistent and geometrically flexible, converges optimally, embraces concepts of reduced quadrature, and leads to symmetric stiffness and diagonal consistent mass matrices. At the same time, it minimizes the evaluation cost per quadrature point, thus reducing formation and assembly effort significantly with respect to standard Galerkin finite element methods. -
The Numerical Solution of Helmholtz Equation Using Modified Wavelet Multigrid Method
International Journal of Modern Mathematical Sciences, 2020, 18(1): 76-91 International Journal of Modern Mathematical Sciences ISSN:2166-286X Journal homepage:www.ModernScientificPress.com/Journals/ijmms.aspx Florida, USA Article The Numerical Solution of Helmholtz Equation Using Modified Wavelet Multigrid Method S. C. Shiralashetti1, A. B. Deshi2,*, M. H. Kantli3 1Department of Mathematics, Karnatak University, Dharwad, India-580003 2Department of Mathematics, KLECET, Chikodi, India-591201 3Department of Mathematics, BVV’s BGMIT, Mudhol, India-587313 *Author to whom correspondence should be addressed; E-Mail: [email protected] Article history: Received 11 June 2020, Revised 23 July 2020, Accepted 1 September 2020, Published 14 September 2020. Abstract: This paper presents a modified wavelet multigrid technique for solving elliptic type partial differential equations namely Helmholtz equation. The solution is first obtained on the coarser grid points, and then it is refined by obtaining higher accuracy by increasing the level of resolution. The implementation of the classical numerical methods has been found to involve some difficulty to observe fast convergence in low computational time. To overcome this, we have proposed modified wavelet multigrid method using wavelet intergrid operators similar to classical intergrid operators. Some of the numerical test problems are presented to demonstrate the applicability and attractiveness of the present implementation. Keywords: Wavelet multigrid; Helmholtz equation; Intergrid operators; Numerical methods. Mathematics Subject Classification: 65T60, 97N40, 35J25 1. Introduction The mathematical modelling of engineering problems usually leads to sets of partial differential equations and their boundary conditions. There are several applications of elliptic partial differential equations (EPDEs) in science and engineering. Many physical processes can be modeled using EPDEs. -
A Position Based Approach to Ragdoll Simulation
LINKÖPING UNIVERSITY Department of Electrical Engineering Master Thesis A Position Based Approach to Ragdoll Simulation Fiammetta Pascucci LITH-ISY-EX- -07/3966- -SE June 2007 LINKÖPING UNIVERSITY Department of Electrical Engineering Master Thesis A position Based Approach to Ragdoll Simulation Fiammetta Pascucci LITH-ISY-EX- -07/3966- -SE June 2007 Supervisor: Ingemar Ragnemalm Examinator: Ingemar Ragnemalm Abstract Create the realistic motion of a character is a very complicated work. This thesis aims to create interactive animation for characters in three dimen- sions using position based approach. Our character is pictured from ragdoll, which is a structure of system particles where all particles are linked by equidistance con- straints. The goal of this thesis is observed the fall in the space of our ragdoll after creating all constraints, as structure, contact and environment constraints. The structure constraint represents all joint constraints which have one, two or three Degree of Freedom (DOF). The contact constraints are represented by collisions between our ragdoll and other objects in the space. Finally, the environment constraints are represented by means of the wall con- straint. The achieved results allow to have a realist fall of our ragdoll in the space. Keywords: Particle System, Verlet’s Integration, Skeleton Animation, Joint Con- straint, Environment Constraint, Skinning, Collision Detection. Acknowledgments I would to thanks all peoples who aid on making my master thesis work. In particular, thanks a lot to the person that most of all has believed in me. This person has always encouraged to go forward, has always given a lot love and help me in difficult movement. -
Exponential Integration for Hamiltonian Monte Carlo
Exponential Integration for Hamiltonian Monte Carlo Wei-Lun Chao1 [email protected] Justin Solomon2 [email protected] Dominik L. Michels2 [email protected] Fei Sha1 [email protected] 1Department of Computer Science, University of Southern California, Los Angeles, CA 90089 2Department of Computer Science, Stanford University, 353 Serra Mall, Stanford, California 94305 USA Abstract butions that generate random walks in sample space. A fraction of these walks aligned with the target distribution is We investigate numerical integration of ordinary kept, while the remainder is discarded. Sampling efficiency differential equations (ODEs) for Hamiltonian and quality depends critically on the proposal distribution. Monte Carlo (HMC). High-quality integration is For this reason, designing good proposals has long been a crucial for designing efficient and effective pro- subject of intensive research. posals for HMC. While the standard method is leapfrog (Stormer-Verlet)¨ integration, we propose For distributions over continuous variables, Hamiltonian the use of an exponential integrator, which is Monte Carlo (HMC) is a state-of-the-art sampler using clas- robust to stiff ODEs with highly-oscillatory com- sical mechanics to generate proposal distributions (Neal, ponents. This oscillation is difficult to reproduce 2011). The method starts by introducing auxiliary sam- using leapfrog integration, even with carefully pling variables. It then treats the negative log density of selected integration parameters and precondition- the variables’ joint distribution as the Hamiltonian of parti- ing. Concretely, we use a Gaussian distribution cles moving in sample space. Final positions on the motion approximation to segregate stiff components of trajectories are used as proposals. the ODE. -
Simple Quantitative Tests to Validate Sampling from Thermodynamic
Simple quantitative tests to validate sampling from thermodynamic ensembles Michael R. Shirts∗ Department of Chemical Engineering, University of Virginia, VA 22904 E-mail: [email protected] Abstract It is often difficult to quantitatively determine if a new molecular simulation algorithm or software properly implements sampling of the desired thermodynamic ensemble. We present some simple statistical analysis procedures to allow sensitive determination of whether a de- sired thermodynamic ensemble is properly sampled. We demonstrate the utility of these tests for model systems and for molecular dynamics simulations in a range of situations, includ- ing constant volume and constant pressure simulations, and describe an implementation of the tests designed for end users. 1 Introduction Molecular simulations, including both molecular dynamics (MD) and Monte Carlo (MC) tech- arXiv:1208.0910v1 [cond-mat.stat-mech] 4 Aug 2012 niques, are powerful tools to study the properties of complex molecular systems. When used to specifically study thermodynamics of such systems, rather than dynamics, the primary goal of molecular simulation is to generate uncorrelated samples from the appropriate ensemble as effi- ciently as possible. This simulation data can then be used to compute thermodynamic properties ∗To whom correspondence should be addressed 1 of interest. Simulations of several different ensembles may be required to simulate some thermo- dynamic properties, such as free energy differences between states. An ever-expanding number of techniques have been proposed to perform more and more sophisticated sampling from com- plex molecular systems using both MD and MC, and new software tools are continually being introduced in order to implement these algorithms and to take advantage of advances in hardware architecture and programming languages. -
Advanced Programming in Engineering Lecture Notes
Advanced Programming in Engineering lecture notes P.J. Visser, S. Luding, S. Srivastava March 13, 2011 Changes 13/3/2011 Added Section 7.4 to 7.7. Added Section 4.4 7/3/2011 Added chapter Chapter 7 23/2/2011 Corrected the equation for the average temperature in terms of micro- scopic quantities, Eq. 3.14. Corrected the equation for the speed distribution in 2D, Eq. 3.19. Added links to sources of `true' random numbers available through the web as footnotes in Section 5.1. Added examples of choices for parameters of the LCG and LFG in Section 5.1.1 and 5.1.2, respectively. Added the chi-square test and correlation functions as ways for testing random numbers in Section 5.1.4. Improved the derivation of the average squared distance of particles in a random walk being linear with time, in Section 5.2.1. Added a discussion of the meaning of the terms in the master equation, in Section 5.2.5. Small changes. 19/2/2011 Corrected the Maxwell-Boltzmann distribution for the speed, Eq. 3.19. 14/2/2011 1 2 Added Chapter 6. 6/2/2011 Verified Eq. 3.15 and added footnote discussing its meaning in case of periodic boundary conditions. Added formula for the radial distribution function in Section 3.4.2, Eq. 3.21. 31/1/2011 Added Chapter 5. 9/1/2010 Corrected labels on the axes in Fig. 3.10, changed U · " and r · σ to U=" and r/σ, respectively. Added truncated version of the Lennard-Jones potential in Section 3.3.1. -
Transport Properties of Fluids: Symplectic Integrators and Their
Fluid Phase Equilibria 183–184 (2001) 351–361 Transport properties of fluids: symplectic integrators and their usefulness J. Ratanapisit a,b, D.J. Isbister c, J.F. Ely b,∗ a Chemical Engineering and Petroleum Refining Department, Colorado School of Mines, Golden, CO 80401, USA b Department of Chemical Engineering, Prince of Songla University, Hat-Yai, Songkla 90110, Thailand c School of Physics, University College, University of New South Wales, ADFA, Canberra, ACT 2600, Australia Abstract An investigation has been carried out into the effectiveness of using symplectic/operator splitting generated algorithms for the evaluation of transport coefficients in Lennard–Jones fluids. Equilibrium molecular dynamics is used to revisit the Green–Kubo calculation of these transport coefficients through integration of the appropriate correlation functions. In particular, an extensive series of equilibrium molecular dynamic simulations have been per- formed to investigate the accuracy, stability and efficiency of second-order explicit symplectic integrators: position Verlet, velocity Verlet, and the McLauchlan–Atela algorithms. Comparisons are made to nonsymplectic integrators that include the fourth-order Runge–Kutta and fourth-order Gear predictor–corrector methods. These comparisons were performed based on several transport properties of Lennard–Jones fluids: self-diffusion, shear viscosity and thermal conductivity. Because transport properties involve long time simulations to obtain accurate evaluations of their numerical values, they provide an excellent basis to study the accuracy and stability of the SI methods. To our knowledge, previous studies on the SIs have only looked at the thermodynamic energy using a simple model fluid. This study presents realistic, but perhaps the simplest simulations possible to test the effect of the integrators on the three main transport properties. -
Verlet with Collisions for Mass Spring Model Simulations
Verlet with Collisions for Mass Spring Model Simulations Maciej Kot1 and Hiroshi Nagahashi2 1Imaging Science and Engineering Laboratory, Tokyo Institute of Technology, Tokyo, Japan 2Laboratory for Future Interdisciplinary Research of Science and Technology, Tokyo Institute of Technology, Tokyo, Japan Keywords: Mass Spring Models, Deformable Objects, Collisions, Verlet, Friction. Abstract: In this paper we study the problem of the interaction of soft bodies modeled with mass spring models (MSM) and static elements of the environment. We show that in such setup it is possible to couple standard time evolution of MSMs with collision responses in a way, that does not require complex processing for multi collision situations while successfully preventing object inter-penetration. Moreover we show how to achieve similar energy dissipation for models with different resolutions when the friction is present. 1 INTRODUCTION ulation and we show how to couple it with collision responses. One of our goals is to design a collision Mass spring models are a popular choice for the rep- handling technique which preserves the energy of the resentation of soft bodies in computer graphics and system (affects stability of the simulation), prevents virtual reality applications. For a long time they were object penetration, and if the friction is present, obeys preferred over the finite element method (FEM) in the Newton’s law of dry friction. We achieve this goal real time applications, as they tend to offer better completely for collisions between MSM and static el- computational efficiency (although recent FEM im- ements of the environment and partially for MSM- plementations are quite fast as well (Sin et al., 2013)), MSM collisions; in case of MSM-MSM collisions our but they are believed to be less accurate in terms of method does not preserve energy in certain situations, physical plausibility (Nealen et al., 2006). -
Partial Differential Equations
Next: Using Matlab Up: Numerical Analysis for Chemical Previous: Ordinary Differential Equations Subsections z Finite Difference: Elliptic Equations { The Laplace Equations { Solution Techniques { Boundary Conditions { The Control Volume Approach z Finite Difference: Parabolic Equations { The Heat Conduction Equation { Explicit Methods { A Simple Implicit Method { The Crank-Nicholson Method z Finite Element Method { Calculus of variation { Example: The shortest distance between two points { The Rayleigh-Ritz Method { The Collocation and Galerkin Method { Finite elements for ordinary-differential equations z Engineering Applications: Partial Differential Equations Partial Differential Equations An equation involving partial derivatives of an unknown function of two or more independent variables is called a partial differential equation, PDE. The order of a PDE is that of the highest-order partial derivative appearing in the equation. A general linear second-order differential equation is (8.1) Depending on the values of the coefficients of the second-derivative terms eq. (8.1) can be classified int one of three categories. z : Elliptic Laplace equation(steady state with two spatial dimensions) z : Parabolic Heat conduction equation(time variable with one spatial dimension) z : Hyperbolic Wave equation(time variable with one spatial dimension) Finite Difference: Elliptic Equations Elliptic equations in engineering are typically used to characterize steady-state, boundary-value problems. The Laplace Equations z The Laplace equation z The Poisson equation Solution Techniques z The Laplacian Difference Equation : use central difference based on the grid scheme and Substituting these equations into the Laplace equation gives For the square grid, , and by collecting terms This relationship, which holds for all interior point on the plate, is referred to as the Laplacian difference equation.