An Implementation of Haar Wavelet Based Method for Numerical Treatment of Time-Fractional Schrodinger¨ and Coupled Schrodinger¨ Systems Najeeb Alam Khan, Tooba Hameed

Total Page:16

File Type:pdf, Size:1020Kb

An Implementation of Haar Wavelet Based Method for Numerical Treatment of Time-Fractional Schrodinger¨ and Coupled Schrodinger¨ Systems Najeeb Alam Khan, Tooba Hameed IEEE/CAA JOURNAL OF AUTOMATICA SINICA 1 An Implementation of Haar Wavelet Based Method for Numerical Treatment of Time-fractional Schrodinger¨ and Coupled Schrodinger¨ Systems Najeeb Alam Khan, Tooba Hameed Abstract—The objective of this paper is to solve the time- and distinct aspects of fractional calculus have been written fractional Schrodinger¨ and coupled Schrodinger¨ differential by many authors in Refs [20]¡[22]. equations (TFSE) with appropriate initial conditions by using the In the past few years, there has been an extensive attraction Haar wavelet approximation. For the most part, this endeavor is made to enlarge the pertinence of the Haar wavelet method in employing the spectral method (see [23]¡[25]) for numer- to solve a coupled system of time-fractional partial differential ically solving the copious type of differential and integral equations. As a general rule, piecewise constant approximation of equations. The spectral methods have an exponential quota a function at different resolutions is presentational characteristic of convergence and high level of efficiency. Spectral methods of Haar wavelet method through which it converts the differential are to express the approximate solution of the problem in term equation into the Sylvester equation that can be further simplified easily. Study of the (TFSE) is theoretical and experimental of a finite sum of certain basis functions and then selection of research and it also helps in the development of automation coefficients in order to reduce the difference between the exact science, physics, and engineering as well. Illustratively, several and approximate solutions as much as possible. The spectral test problems are discussed to draw an effective conclusion, collocation method is a distinct type of spectral methods, supported by the graphical and tabulated results of included that is more relevant and extensively used to solve most of examples, to reveal the proficiency and adaptability of the method. differential equations [26]. For the reason of the distinctive attributes of wavelet theory Index Terms—Fractional calculus, haar wavelets, operational in representing continuous functions in the form of discontin- matrix, wavelets. uous functions [27], its applications as a mathematical tool is widely expanding nowadays. Besides image processing and I. INTRODUCTION signal decomposition it is also used to assess many other mathematical problems, such as differential and integral equa- N recent decades, fractional calculus (calculus of integrals tions. Wavelets comprise the incremental conception between I and derivatives of any arbitrary real order) has attained two consecutive levels of resolution, called multi-resolution. appreciable fame and importance due to its manifest uses in The first component of multi-resolution analysis is vector apparently diverse and outspread fields of science. Certainly, spaces. For each vector space, another vector space of higher it provides potentially helpful tools for solving integral and resolution is found and this continues until the final image or differential equations and many other problems of mathemati- signal is executed. The basis of each of these vector spaces cal physics. The fractional differential equations have become acts as the scaling function for the wavelets. Each vector space crucial research field essentially due to their immense range of having an orthogonal component and a basis function is said utilization in engineering, fluid mechanics, physics, chemistry, to be the wavelet [28]. biology, viscoelasticity etc. Numerous mathematicians and Up till now, a number of wavelet families have been physicists have been studying the properties of fractional cal- presented by different authors, but among all Haar wavelet culus [1], [2] and have established several methods for accurate are considered to be the easiest wavelets family. Haar wavelet analytical and numerical solutions of fractional differential was introduced in 1910 by Hungarian mathematician Alfred equations, such as the variational iteration method [3], differ- Haar. These wavelets are obtained from Daubechies wavelets ential transform method [4], homotopy analysis method [5], of order 1, which consist of piecewise constant functions on Jacobi spectral tau and collocation method [6]¡[8], Laplace the real axis that can take only three values, ¡1, 0 and 1. Here transform method [9], homotopy perturbation method [10], we are using collocation method, by increasing the level of Adomian decomposition method [8], [9], high-order finite el- resolution, collocation points are also increasing and level of ement methods [13] and many others [14], [19]. The scope accuracy too. Haar wavelet collocation method is extensively used due to its constructive ability of being smooth, fast, This article has been accepted for publication in a future issue of this convenient and being computationally attractive [29]. In journal, but has not been fully edited. Content may change prior to final publication. addition, it has the competency to reduce the computations This article was recommended by Associate Editor Antonio Visioli. for solving differential equations by converting them into Najeeb Alam Khan is with the Department of Mathematics, University some system of algebraic equations. The main advantages of of Karachi, Karachi-75270, Pakistan. (e-mail: [email protected]; tooba- [email protected]). Digital Object Identifier 10.1109/JAS.2016.7510193 2 IEEE/CAA JOURNAL OF AUTOMATICA SINICA the proposed algorithm are, its simple application and no In the following, some main computational properties and residual or product operational matrix is required. The method relations of fractional integral and differential operators are is well addressed in [22], [29]¡[32]. defined as ¨ ¯ ®+¯ ¯ The time-fractional Schrodinger equation (T-FSE) differs i)I®I f(t) = I f(t) = I I®f(t) from the standard Schrodinger¨ equation. The first-order time t t t t t ¯ derivative is replaced by a fractional derivative, it makes @ ® ®¡¯ ii) It f(x; t) = It f(x; t) the problem overall in time. It describes, how the quantum @t¯ state (physical situation) of a quantum system changes with @® nX¡1 tk @kf(x; t) j iii) f(x; t) = f(x; t) ¡ t=0 time, soliton dispersion, deep water waves, molecular orbital @t® k! @tk theory and the potential energy of a hydrogen-like atom k=0 nX¡1 (fractional ‘Bohr atom’). The aim of this work is to explore = f(x; t) + ³ (x)tk (4) the numerical solutions of the time-fractional Schrodinger¨ k k=0 equations by using Haar wavelet method. Due to the large k 1 @ f(x;t)jt=0 number of applications of the Schrodinger¨ equation in different where,³k(x) = ¡ k! @tk . For more details see [1]. aspects of quantum mechanics and engineering, many attempts have been exercised on analytical and numerical methods to B. Haar wavelets and function approximation calculate the approximate solution of (T-FSE). Some of them are studied [6], [10], [18], [33]¡[36], and enumerated here for Basis of Haar wavelets is obtained with a multi-resolution better perception of the presented analysis. Also, the existence of piecewise constant functions. Let the interval x 2 [0; 1) be j and uniqueness of solutions of fractional Schrodinger¨ equation divided into 2m subintervals of equal length, where m = 2 have been proved by multiple authors [35], [37], [38]. and J is maximal level of resolution. Next, two parameters are introduced, j = 0; 1; 2;:::;J and k = 0; 1; 2; ldots; m ¡ 1, such that the wavelet number i satisfies the relation i = k + m + 1. The ith Haar wavelet can be determined as II. PRELIMINARIES 8 <>1; x 2 [#1;#2) hi(x) = ¡1; x 2 [#2;#3) (5) In this section, some notations and properties of fractional :> calculus, the basis of Haar function approximation for partial 0; elsewhere differential equation and solution of Haar by multi-resolution k k+0:5 k+1 where #1 = ;#2 = ;#3 = analysis are given that will help us in exploring the main theme m m m of the paper. For the case i = 1, corresponding scaling function can be defined as: ( 1; x 2 [#1;#3) h1 = (6) A. Riemann-Liouville Differential and Integral Operator 0; elsewhere Assume º > 0, m = dºe and f(x; t) 2 Cm([0; 1] £ [0; 1]) Here, we consider the wavelet-collocation method, therefore then the partial Caputo fractional derivative of f(x; t) with collocation points are generated by using, respect to t is defined as l ¡ 0:5 xl = ; l = 1; 2; 3; ldots; 2m (7) ( 2m º m¡º @m @ It @tm f(x; t) The Haar system forms an orthonormal basis for the Hilbert f(x; t) = m (1) @tº @ space f(t) 2 L (0; 1). We may consider the inner product @tm f(x; t) 2 expansion of f(t) 2 L2([0; 1)) in Haar series [31] as: º j where It is the Riemann-Liouville fractional integral, given JX¡1 2X¡1 T as f(t) ¼ hf; 'i'(t) + hf; hj;kihj;k(t) = C H(t) (8) j=0 i=0 Z t º 1 º¡1 J It f(t) = (t ¡ ') f(')d' where, C is 1 £ 2 coefficient vector and H(t) = ¡(º) T 0 [h0(t); h1(t); ldots; hm¡1(t)] . Also, a function of two vari- 0 It f(t) = f(t) (2) ables can be expanded by Haar wavelets [32] as: mX¡1 mX¡1 º @º T we use the notation Dt in replacement of @tº for the Caputo u(x; t) ¼ ui;jhi(x)hj(t) = H (x):U:H(t) (9) fractional derivative. The Caputo fractional derivative of order i=0 j=0 º > 0 for f(t) = t® is given as where, U is 2J £ 2J coefficient matrix calculated by the ( inner product ui;j = hhi(x); hu(x; t); hjii The operational ¡(®+1) t®¡º ; m > ® ¸ m ¡ 1; matrix of fractional integration of Haar function is needed to Dº f(t) = ¡(®¡º+1) (3) t 0 if ® 2 f0; 1; 2; :::; m ¡ 1g solve PDE of fractional order.
Recommended publications
  • Boundary Particle Method with High-Order Trefftz Functions
    Copyright © 2010 Tech Science Press CMC, vol.13, no.3, pp.201-217, 2010 Boundary Particle Method with High-Order Trefftz Functions Wen Chen1;2, Zhuo-Jia Fu1;3 and Qing-Hua Qin3 Abstract: This paper presents high-order Trefftz functions for some commonly used differential operators. These Trefftz functions are then used to construct boundary particle method for solving inhomogeneous problems with the boundary discretization only, i.e., no inner nodes and mesh are required in forming the final linear equation system. It should be mentioned that the presented Trefftz functions are nonsingular and avoids the singularity occurred in the fundamental solution and, in particular, have no problem-dependent parameter. Numerical experiments demonstrate the efficiency and accuracy of the present scheme in the solution of inhomogeneous problems. Keywords: High-order Trefftz functions, boundary particle method, inhomoge- neous problems, meshfree 1 Introduction Since the first paper on Trefftz method was presented by Trefftz (1926), its math- ematical theory was extensively studied by Herrera (1980) and many other re- searchers. In 1995 a special issue on Trefftz method, was published in the jour- nal of Advances in Engineering Software for celebrating its 70 years of develop- ment [Kamiya and Kita (1995)]. Qin (2000, 2005) presented an overview of the Trefftz finite element and its application in various engineering problems. The Trefftz method employs T-complete functions, which satisfies the governing dif- ferential operators and is widely applied to potential problems [Cheung, Jin and Zienkiewicz (1989)], two-dimensional elastic problems [Zielinski and Zienkiewicz (1985)], transient heat conduction [Jirousek and Qin (1996)], viscoelasticity prob- 1 Center for Numerical Simulation Software in Engineering and Sciences, Department of Engineer- ing Mechanics, Hohai University, Nanjing, Jiangsu, P.R.China 2 Corresponding author.
    [Show full text]
  • Dear Colleagues
    Contents Part 1: Plenary Lectures The expanding role of applications in the development and validation of CFD at NASA D. M. Schuster .......…………………………………………….....…………………..………. Thermodynamically consistent systems of hyperbolic equations S. K. Godunov ...................................................................................................................................... Part 2: Keynote Lectures A brief history of shock-fitting M.D. Salas …………………………………………………………………....…..…………. Understanding aerodynamics using computers M.M. Hafez ……….............…………………………………………………………...…..………. Part 3: High-Order Methods A unifying discontinuous CPR formulation for the Navier-Stokes equations on mixed grids Z.J. Wang, H. Gao, T. Haga ………………………………………………………………................. Assessment of the spectral volume method on inviscid and viscous flows O. Chikhaoui, J. Gressier, G. Grondin .........……………………………………..............…..…. .... Runge–Kutta Discontinuous Galerkin method for multi–phase compressible flows V. Perrier, E. Franquet ..........…………………………………………..........………………..……... Energy stable WENO schemes of arbitrary order N.K. Yamaleev, M.H. Carpenter ……………………………………………………….............…… Part 4: Two-Phase Flow A hybrid method for two-phase flow simulations K. Dorogan, J.-M. Hérard, J.-P. Minier ……………………………………………..................…… HLLC-type Riemann solver for the Baer-Nunziato equations of compressible two-phase flow S.A. Tokareva, E.F. Toro ………………………………………………………………...........…… Parallel direct simulation Monte Carlo of two-phase gas-droplet
    [Show full text]
  • Numerische Untersuchung Der Akustischen Eigenschaften Von Trennenden Und flankierenden Bauteilen
    Braunschweiger Schriften zur Mechanik Nr. 64-2008 Numerische Untersuchung der akustischen Eigenschaften von trennenden und flankierenden Bauteilen von Dirk Clasen Institut für Angewandte Mechanik Technische Universität Braunschweig Herausgegeben vom Mechanik-Zentrum der Technischen Universität Braunschweig Schriftleiter: Prof. Dr. rer. nat. H. Antes Institut für Angewandte Mechanik Postfach 3329 38023 Braunschweig Tel.: 0531 / 391-7101 Fax: 0531 / 391-5843 Von der Fakultät Architektur, Bauingenieurwesen und Umweltwissenschaften der Technischen Universität Carolo-Wilhelmina zu Braunschweig zur Erlangung des Grades eines Doktor-Ingenieur (Dr.-Ing.) genehmigte Dissertation Tag der Einreichung: 27.06.2007 Tag der Prüfung: 14.04.2008 Berichter: Prof. Dr.–Ing. S. Langer Prof. Dr.–Ing. O. von Estorff Copyright 2008 D. Clasen, Braunschweig BSM 64-2008 ISBN 978-3-920395-63-0 Alle Rechte, insbesondere der Übersetzung in fremde Sprachen, vorbehalten. Mit Genehmigung des Autors ist es gestattet, dieses Heft ganz oder teilweise zu vervielfältigen. Zusammenfassung Die Bevölkerung Deutschlands ist dem Lärm durch eine Vielzahl von Schallquellen ausgesetzt. Straßen, Schienenwege, Flugplätze, Gewerbeanlagen, Sportanlagen und nicht zuletzt Nachbarn führen häufig zu Lärmproblemen. Auf Grund dieser immer stärker werdenden Lärmbelastungen gewinnt die Berechnung der Schalldämmung zunehmend an Bedeutung. Dabei spielt die Erfas- sung von beliebigen geometrischen, bauphysikalischen und bauakustischen Randbedingungen ei- ne entscheidende Rolle. Oftmals wird der Nachweis
    [Show full text]
  • Symmetric Boundary Knot Method
    Symmetric boundary knot method W. Chen* Simula Research Laboratory, P. O. Box. 134, 1325 Lysaker, Norway E-mail: [email protected] (submitted 28 Sept. 2001, revised 25, Feb. 2002) Abstract The boundary knot method (BKM) is a recent boundary-type radial basis function (RBF) collocation scheme for general PDE’s. Like the method of fundamental solution (MFS), the RBF is employed to approximate the inhomogeneous terms via the dual reciprocity principle. Unlike the MFS, the method uses a non-singular general solution instead of a singular fundamental solution to evaluate the homogeneous solution so as to circumvent the controversial artificial boundary outside the physical domain. The BKM is meshfree, super-convergent, integration-free, very easy to learn and program. The original BKM, however, loses symmetricity in the presence of mixed boundary. In this study, by analogy with Fasshauer’s Hermite RBF interpolation, we developed a symmetric BKM scheme. The accuracy and efficiency of the symmetric BKM are also numerically validated in some 2-D and 3-D Helmholtz and diffusion-reaction problems under complicated geometries. Keyword: boundary knot method; radial basis function; meshfree; method of fundamental solution; dual reciprocity BEM; symmetricity * This research is supported by Norwegian Research Council. 1 1.Introduction In recent years much effort has been devoted to developing a variety of meshfree schemes for the numerical solution of partial differential equations (PDE’s). The driving force behind the scene is that the mesh-based methods such as the standard FEM and BEM often require prohibitive computational effort to mesh or remesh in handling high- dimensional, moving boundary, and complex-shaped boundary problems.
    [Show full text]
  • Singular Boundary Method for Heat Conduction in Layered Materials
    Copyright © 2011 Tech Science Press CMC, vol.24, no.1, pp.1-14, 2011 Singular Boundary Method for Heat Conduction in Layered Materials H. Htike1;2, W. Chen1;2;3 and Y. Gu1;2 Abstract: In this paper, we investigate the application of the singular boundary method (SBM) to two-dimensional problems of steady-state heat conduction in isotropic bimaterials. A domain decomposition technique is employed where the bimaterial is decomposed into two subdomains, and in each subdomain, the solu- tion is approximated separately by an SBM-type expansion. The proposed method is tested and compared on several benchmark test problems, and its relative merits over the other boundary discretization methods, such as the method of fundamental solution (MFS) and the boundary element method (BEM), are also discussed. Keywords: Singular boundary method, origin intensity factor, heat conduction, bimaterials, meshless. 1 Introduction During machining processes, heat is a source that strongly influences the tool per- formance, such as tool wear, tool life, surface quality as well as process quality. The layers of material provide a barrier for the intensive heat flow from the con- tact area into the substrate material. Thus, a clear understanding of the temperature distribution in layered materials is very useful and important [Atluri (2005); Atluri, Liu, and Han (2006);Chang, Liu, and Chang (2010);Chen and Liu (2001)]. The method of fundamental solutions (MFS) [Karageorghis (1992);Fairweather and Karageorghis (1998);Chen, Golberg, and Hon (1998)] is a successful technique for the solution of some elliptic boundary value problems in engineering applica- tions. It is applicable when a fundamental solution of the operator of the governing equation is known.
    [Show full text]
  • J. Calderon-Sanchez
    Universidad Polit´ecnicade Madrid Escuela T´ecnicaSuperior de Ingenieros Navales Programa de Doctorado en Ingenier´ıaNaval y Oce´anica Numerical studies of the sloshing phenomenon using the Smoothed Particle Hydrodynamics (SPH) method. Javier Calderon-Sanchez Supervisor: Daniel Duque Campayo January, 2020 `Nothing in life is to be feared, it is only to be understood. Now is the time to understand more, so that we may fear less.' Marie Curie i ii Tribunal designado por la Comisión de Doctorado de la Universidad Politécnica de Madrid, en su reunión del día...............de.............................de 20..... Presidente: Vocal: Vocal: Vocal: Secretario: Suplente: Suplente: Realizado el acto de defensa y lectura de la Tesis el día..........de........................de 20 ... en la E.T.S.I. /Facultad.................................................... Calificación .................................................. EL PRESIDENTE LOS VOCALES EL SECRETARIO iv Declaration I hereby declare that the contents presented in this dissertation are original and, to the best of my knowledge, they contain no material published by another person, or substantial proportions of material that have been submitted for any degree or other purposes, except where specific reference is made to the work of others. I certify that the intellectual content of this thesis is the product of my own work and that all the assistance received in preparing this thesis and sources have been acknowledged. Javier Calderon-Sanchez January, 2020 v vi Abstract The purpose of the present thesis is to increase the applicability of Smoothed Particle Hydro- dynamics (SPH) method to sloshing problems relevant in engineering. The thesis is structured around three main topics: theoretical improvements on SPH, imple- mentation of tools and physical models within the open-source software AQUAgpusph, and studies on 3-D geometries and application cases.
    [Show full text]
  • Potential Problems by Singular Boundary Method Satisfying Moment Condition
    Copyright © 2009 Tech Science Press CMES, vol.54, no.1, pp.65-85, 2009 Potential Problems by Singular Boundary Method Satisfying Moment Condition Wen Chen1;2, Zhuojia Fu1 and Xing Wei1 Abstract: This study investigates the singular boundary method (SBM), a novel boundary-type meshless method, in the numerical solution of potential problems. Our finding is that the SBM can not obtain the correct solution in some tested cases, in particular, in the cases whose solution includes a constant term. To rem- edy this drawback, this paper presents an improved SBM formulation which is a linear sum of the fundamental solution adding in a constant term. It is stressed that this SBM approximation with the additional constant term has to satisfy the so-called moment condition in order to guarantees the uniqueness of the solution. The efficiency and accuracy of the present SBM scheme are demonstrated through detailed comparisons with the exact solution, the method of fundamental solutions and the regularized meshless method. Keywords: Singular boundary method, fundamental solution, singularity at the origin, moment condition, potential problem 1 Introduction Without a need of harassing mesh generation in the traditional FEM [Zienkiewicz and Taylor (1991)] and BEM [Ong and Lim (2005)], meshless methods [Li and Liu (2002)] have attracted much attention in recent years. This study focuses on the boundary-type meshless numerical techniques, for instance, method of funda- mental solutions (MFS) [Chen, Golberg and Hon (1998); Cheng, Young and Tsai (2000); Fairweather and Karageorghis (1998); Karageorghis (1992); Liu (2008); Marin (2008,2010a,2010b); Poullikkas, Karageorghis and Georgiou (1998); Reut- skiy (2005); Smyrlis and Karageorghis (2001)], boundary knot method (BKM) by Chen and Tanaka (2002), boundary particle method [Chen and Fu (2009): Fu, Chen 1 Center for Numerical Simulation Software in Engineering and Sciences, Department of Engineer- ing Mechanics, College of Civil Engineering, Hohai University, Nanjing, Jiangsu, P.R.China 2 Corresponding author.
    [Show full text]
  • Singular Boundary Method for Solving Plane Strain Elastostatic Problems
    International Journal of Solids and Structures 48 (2011) 2549–2556 Contents lists available at ScienceDirect International Journal of Solids and Structures journal homepage: www.elsevier.com/locate/ijsolstr Singular boundary method for solving plane strain elastostatic problems ⇑ Yan Gu a,b, Wen Chen a,b, , Chuan-Zeng Zhang c a Center for Numerical Simulation Software in Engineering and Sciences, Department of Engineering Mechanics, Hohai University, Nanjing 210098, PR China b State Key Laboratory of Structural Analysis for Industrial Equipment, University of Technology, Dalian 116024, PR China c Department of Civil Engineering, University of Siegen, Paul-Bonatz-Str. 9-11, D-57076 Siegen, Germany article info abstract Article history: This study documents the first attempt to apply the singular boundary method (SBM), a novel boundary Received 15 December 2010 only collocation method, to two-dimensional (2D) elasticity problems. Unlike the method of fundamental Received in revised form 16 April 2011 solutions (MFS), the source points coincide with the collocation points on the physical boundary by using Available online 14 May 2011 an inverse interpolation technique to regularize the singularity of the fundamental solution of the equa- tion governing the problems of interest. Three benchmark elasticity problems are tested to demonstrate Keywords: the feasibility and accuracy of the proposed method through detailed comparisons with the MFS, bound- Singular boundary method ary element method (BEM), and finite element method (FEM). Collocation method Ó 2011 Elsevier Ltd. All rights reserved. Singularity Origin intensity factor Inverse interpolation technique Elasticity problem 1. Introduction Thus, over the past decade, some considerable effort was de- voted to eliminating the need for meshing.
    [Show full text]
  • The Galerkin Finite Element Method for a Multi-Term Time-Fractional
    Journal of Computational Physics 281 (2015) 825–843 Contents lists available at ScienceDirect Journal of Computational Physics www.elsevier.com/locate/jcp The Galerkin finite element method for a multi-term time-fractional diffusion equation ∗ Bangti Jin a, , Raytcho Lazarov b, Yikan Liu c, Zhi Zhou b a Department of Computer Science, University College London, Gower Street, London, WC1E 6BT, UK b Department of Mathematics, Texas A&M University, College Station, TX 77843-3368, USA c Graduate School of Mathematical Sciences, The University of Tokyo, 3-8-1 Komaba, Meguro, Tokyo 153, Japan a r t i c l e i n f o a b s t r a c t Article history: We consider the initial/boundary value problem for a diffusion equation involving multiple Received 27 January 2014 time-fractional derivatives on a bounded convex polyhedral domain. We analyze a Received in revised form 22 October 2014 space semidiscrete scheme based on the standard Galerkin finite element method using Accepted 26 October 2014 continuous piecewise linear functions. Nearly optimal error estimates for both cases of Available online 30 October 2014 initial data and inhomogeneous term are derived, which cover both smooth and nonsmooth Keywords: data. Further we develop a fully discrete scheme based on a finite difference discretization Multi-term time-fractional diffusion of the time-fractional derivatives, and discuss its stability and error estimate. Extensive equation numerical experiments for one- and two-dimensional problems confirm the theoretical Finite element method convergence rates. Error estimate © 2014 The Authors. Published by Elsevier Inc. This is an open access article under the CC Semidiscrete scheme BY license (http://creativecommons.org/licenses/by/3.0/).
    [Show full text]
  • Acoplamento De Métodos Sem Malha Para Análise De Meios Poroelásticos Saturados
    ACOPLAMENTO DE MÉTODOS SEM MALHA PARA ANÁLISE DE MEIOS POROELÁSTICOS SATURADOS Daniela Silva Santurio Tese de Doutorado apresentada ao Programa de Pós-graduação em Engenharia Civil, COPPE, da Universidade Federal do Rio de Janeiro, como parte dos requisitos necessários à obtenção do título de Doutor em Engenharia Civil. Orientadores: José Cláudio de Faria Telles José Antônio Fontes Santiago Rio de Janeiro Março de 2021 ACOPLAMENTO DE MÉTODOS SEM MALHA PARA ANÁLISE DE MEIOS POROELÁSTICOS SATURADOS Daniela Silva Santurio TESE SUBMETIDA AO CORPO DOCENTE DO INSTITUTO ALBERTO LUIZ COIMBRA DE PÓS-GRADUAÇÃO E PESQUISA DE ENGENHARIA DA UNIVERSIDADE FEDERAL DO RIO DE JANEIRO COMO PARTE DOS REQUISITOS NECESSÁRIOS À OBTENÇÃO DO GRAU DE DOUTOR EM CIÊNCIAS EM ENGENHARIA CIVIL. Orientadores: José Claudio de Faria Telles José Antônio Fontes Santiago Aprovada por: Prof. José Claudio de Faria Telles Prof. José Antônio Fontes Santiago Prof. Carlos Friedrich Loeffler Neto Dr. Edmundo Guimarães de Araújo Costa Prof. Luiz Carlos Wrobel Profa. Raquel Jahara Lobosco Prof. Webe João Mansur RIO DE JANEIRO, RJ - BRASIL MARÇO DE 2021 Santurio, Daniela Silva Acoplamento de métodos sem malha para análise de meios poroelásticos saturados/ Daniela Silva Santurio. – Rio de Janeiro: UFRJ/COPPE, 2021 XII, 144 p.: il.; 29,7 cm. Orientadores: José Cláudio de Faria Telles José Antônio Fontes Santiago Tese (doutorado)–UFRJ/COPPE/Programa de Engenharia Civil, 2021 Referências Bibliográficas: p.107-117. 1. Meshless. 2. MLPG. 3. MSF. 4. DRM 5. Poroelasticidade. 6. Acoplamento iterativo I. Telles, José Claudio de Faria et al. II. Universidade Federal do Rio de Janeiro, COPPE, Programa de Engenharia Civil. III.
    [Show full text]
  • On Solving Two-Dimensional Inverse Heat Conduction Problems Using the Multiple Source Meshless Method
    applied sciences Article On Solving Two-Dimensional Inverse Heat Conduction Problems Using the Multiple Source Meshless Method Cheng-Yu Ku 1,2 , Jing-En Xiao 1,* , Wei-Po Huang 1,2 , Weichung Yeih 1,2 and Chih-Yu Liu 1 1 Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung 20224, Taiwan 2 Center of Excellence for Ocean Engineering, National Taiwan Ocean University, Keelung 20224, Taiwan * Correspondence: [email protected]; Tel.: +886-224-622-192 (ext. 6159) Received: 5 June 2019; Accepted: 27 June 2019; Published: 28 June 2019 Featured Application: The inverse heat conduction problems are often encountered in many engineering fields. In practice, the temperature can be measured only on a portion of the problem boundary. As a result, the information of the remaining boundary is unknown. In this study, we develop the multiple-source meshless method to solve the inverse heat conduction problems. The proposed method can be applied on problems in the doubly-connected domain with remarkably high accuracy, even though the over-specified boundary data are assigned a portion that is less than 1/10 of the overall domain boundary. Abstract: In this article, a newly developed multiple-source meshless method (MSMM) capable of solving inverse heat conduction problems in two dimensions is presented. Evolved from the collocation Trefftz method (CTM), the MSMM approximates the solution by using many source points through the addition theorem such that the ill-posedness is greatly reduced. The MSMM has the same superiorities as the CTM, such as the boundary discretization only, and is advantageous for solving inverse problems.
    [Show full text]
  • Development of Smoothed Particle Hydrodynamics for Flow in Complex Geometries and Application of Open Source Software for the Simulation of Turbulent Flow
    Downloaded from orbit.dtu.dk on: Oct 04, 2021 Development of Smoothed Particle Hydrodynamics for Flow in Complex Geometries and Application of Open Source Software for the Simulation of Turbulent Flow Obeidat, Anas Hassan MohD Publication date: 2014 Document Version Publisher's PDF, also known as Version of record Link back to DTU Orbit Citation (APA): Obeidat, A. H. M. (2014). Development of Smoothed Particle Hydrodynamics for Flow in Complex Geometries and Application of Open Source Software for the Simulation of Turbulent Flow. Technical University of Denmark. General rights Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights. Users may download and print one copy of any publication from the public portal for the purpose of private study or research. You may not further distribute the material or use it for any profit-making activity or commercial gain You may freely distribute the URL identifying the publication in the public portal If you believe that this document breaches copyright please contact us providing details, and we will remove access to the work immediately and investigate your claim. Development of Smoothed Particle Hydrodynamics for Flow in Complex Geometries and Application of Open Source Software for the Simulation of Turbulent Flow Anas Obeidat A dissertation submitted for the degree of Doctor of Philosophy Section of Fluid Mechanics Department of Mechanical Engineering Technical University of Denmark Kongens Lyngby June 2014 b Acknowledgements This dissertation is submitted to fulfil the last requirements for obtaining a Ph.D.
    [Show full text]