Lecture 10: Fourier Sine Series
|
|
- Marcus Page
- 5 years ago
- Views:
Transcription
1 Introductory lecture notes on Partial Differential Equations - c Anthony Peirce. Not to be copied, used, or revised without eplicit written permission from the copyright owner. ecture : Fourier Sine Series (Compiled 5 September 8 In the last lecture we reduced the problem of solving the initial-boundary value problem for the heat distribution along a conducting rod to solving two ODEs, one in space and one in time. The spatial ODE and boundary conditions lead to an eigenvalue problem, which identifies a discrete set of wavenumbers {λ n } and corresponding eigenfunctions {X n (} that satisfy both homogeneous boundary conditions and the spatial ODE. Because the heat equation is linear, the general solution of the heat equation is obtained by superimposing the product of the eigensolutions and the corresponding solution of the time ODE to obtain an infinite series. All that remains is that we determine the epansion coefficients b n for the terms of this series. These are obtained by letting t = in the general solution and equating the resulting series to the initial value function f(. This is known as a Fourier Series. This lecture deals with the procedure to determine the Fourier coefficients b n. Our approach is motivated by the process introduced in inear Algebra for projecting a vector onto a set of basis vectors. Key Concepts: Fourier Sine Series; Vector Projection; functions as infinite dimensional vectors; orthogonality; Fourier Coefficients.. Fourier Sine Series Observe that we have a new type of eigenvalue problem in which we seek a nontrivial solution to the following boundary value problem X = X = λ X or X + λ X = X( = = X(. (. Just as in the case with matrices we obtain a sequence of eigenvalues {λ n }. However, because of the infinite dimensional nature of this eigenvalue the problem there are an infinite number of eigenvalues: ( λ n = n =,,... (. and corresponding eigenfunctions {X n (} ( X n ( = sin λ n = sin or X n ( { sin ( π, sin ( π, sin ( } 3π,.... (.3 In order complete the solution of the heat equation we need to determine the coefficients b n such that ( u(, = f( = b n sin. (.4 Observations For symmetric matrices the eigenvalues are real - for the BVP the eigenvalues {λ n (} are also real. For symmetric matrices the eigenvectors form a basis - the eigenfunctions {X n (} are linearly independent. n=
2 .. Euler s Column: The Buckling oad for a Beam - perhaps the oldest eigenvalue problem Eigenvalue problems also arise independently without necessarily coming from a PDE problem. Consider a beam that is subjected to an aial load P applied to its endpoints. Our eperience tells us that as we increase P a critical load P c is reached at which the beam starts to buckle. Figure. Buckling of Euler s column The Bernoulli-Euler aw: A beam constructed from a material that is known to deform in such a way that the curvature κ is proportional to the bending moment καm. In particular, κ = y ( [ + (y ] = cm = M EI where E = Young s modulus and I = the moment of inertia of the beam. If the deflection of the beam is small (y << y << then we can make the approimation y = M EI The Bernoulli-Euler aw When subject to an aial load P as shown in figure.., the bending moment on the buckling beam is given by M( = P y( y = M EI = P EI y = k y k = P EI Thus determining the magnitude of P = EIk for which the beam will first buckle is reduced to solving the following eigenvalue problem: y + k y = y( = = y( y( = A cos k + B sin k } Eigenvalue Problem y( = A = y( = B sin k = k n = We have eigenvalues k n = ( and eigenfunctions y n( = sin. But n =,,.... kn = P ( n EI = n =,,.... Therefore the smallest buckling force P c = P = EIπ ( π Mode is sin. is known as the critical Euler load and the Euler Buckling
3 Fourier Series 3.. Finding the Fourier Coefficients How do we find the b n in the sine series epansion (.4 of f(? v 3 z v f. v y y f( f = (f(,..., f( N Figure. eft side: Epand f in terms of the basis vectors { v, v, v 3 } ; Right side: Approimation of a function f( by a vector f of sample points with values {f( k } Decomposition of vectors into components - projection: How do we epand a vector f in terms of linearly independent vectors v k? If v k v l, k l i.e. the v k are orthogonal Assume f = α v + α v + α 3 v 3 f v k = α v v k + α v v k + α 3 v 3 v k v v v v v v 3 α v v v v v v 3 α = v v 3 v v 3 v 3 v 3 α 3 f v f v f v 3 (.5 α k = f v k v k v k (.6 Functions as infinite dimensional vectors and projection: But functions are just infinite dimensional vectors: f [f, f,..., f N ] g [g, g,..., g N ] f g = f g + f g + + f N g N N = f( k g( k. k= = N (.7 The analogue of the dot product for functions is given by the so-called inner product: N f, g := f(g( d f( k g( k. (.8 k=
4 4 Back to finding b n : f( = ( b n sin n= ( kπ f, sin = ( kπ f( sin d = n= b n ( ( kπ sin sin d. (.9 Recall sin(a sin B = {cos(a B cos(a + B}. Therefore I nk = I nn = = ( ( kπ sin sin d cos(n k π cos(n + kπ d n k = [ ] sin(n kπ/ sin(n + kπ/ (n kπ/ (n + kπ/ = (. = / ( sin d = Therefore the Fourier Coefficients {b n } are given by: Eample. Therefore u(, t = 8 π b k = ( cos d ( kπ f( sin d. (. { < < f( = = ( < < b n = sin( d + ( sin( d = 8 sin(/ n = n π sin ( k= Observe as t u(, t (all the heat leaks out. u(, = 8 ( k π (k + sin [ (k + π ]. k= π 8 = (k + by letting = f( =. k= ( k (k + sin [ (k + π ] e (k+ π t. (.
5 Fourier Series 5 terms of the Fourier Series terms of the Fourier Series.5.5 f( f(.5.5 Eample. As t u(, t. f( = < < = b n = Therefore u(, t = π sin( d = cos( = ( n+ ( n+ sin(e (t. (.3 n n= u(, = ( n+ sin(. π n ( n= u, = π 4 = π = = π n= k= ( n+ n ( k (k + sin(/ k n sin ( (.4 terms of the Fourier Series terms of the Fourier Series.5.5 f( f(.5.5
6 6 MATAB Code: %fourier sine eample clear;clf;d=.;dt=.; =-:d:;r=:d:;nterms=;ntime=; for nt=:ntime t = (nt-*dt; for n=:nterms K=::n; u(:,n+=*(sin(pi*k'*'*((-.^(k+.*ep(-pi^*k.^*t./k'/pi; plot(',u(:,n+,'r-',r',r','k-','linewidth',;a=ais;a=[.];ais(a; tit=[numstr(n+,' terms of the Fourier Series '];title(tit;label('';ylabel('u(,t, f(=';pause(. end if mod(nt,5==,pause(.;end end
Lecture 11: Fourier Cosine Series
Introductory lecture notes on Partial Differential Equations - c Anthony Peirce Not to be copied, used, or revised without eplicit written permission from the copyright owner ecture : Fourier Cosine Series
More informationLecture 16: Bessel s Inequality, Parseval s Theorem, Energy convergence
Introductory lecture notes on Partial Differential Equations - c Anthony Peirce. ot to be copied, used, or revised without explicit written permission from the copyright owner. ecture 6: Bessel s Inequality,
More informationLecture 19: Heat conduction with distributed sources/sinks
Introductory lecture notes on Partial Differential Equations - c Anthony Peirce. Not to be copied, used, or revised without explicit written permission from the copyright owner. 1 ecture 19: Heat conduction
More informationMethod of Separation of Variables
MODUE 5: HEAT EQUATION 11 ecture 3 Method of Separation of Variables Separation of variables is one of the oldest technique for solving initial-boundary value problems (IBVP) and applies to problems, where
More informationStability Of Structures: Continuous Models
5 Stabilit Of Structures: Continuous Models SEN 311 ecture 5 Slide 1 Objective SEN 311 - Structures This ecture covers continuous models for structural stabilit. Focus is on aiall loaded columns with various
More informationLecture 4: Frobenius Series about Regular Singular Points
Introductory lecture notes on Partial Differential Equations - c Anthony Peirce. Not to be copied, used, or revised without explicit written permission from the copyright owner. 1 Lecture 4: Frobenius
More informationMechanical Design in Optical Engineering
OPTI Buckling Buckling and Stability: As we learned in the previous lectures, structures may fail in a variety of ways, depending on the materials, load and support conditions. We had two primary concerns:
More information2.4 Eigenvalue problems
2.4 Eigenvalue problems Associated with the boundary problem (2.1) (Poisson eq.), we call λ an eigenvalue if Lu = λu (2.36) for a nonzero function u C 2 0 ((0, 1)). Recall Lu = u. Then u is called an eigenfunction.
More informationConsequences of Orthogonality
Consequences of Orthogonality Philippe B. Laval KSU Today Philippe B. Laval (KSU) Consequences of Orthogonality Today 1 / 23 Introduction The three kind of examples we did above involved Dirichlet, Neumann
More informationSolving the Heat Equation (Sect. 10.5).
Solving the Heat Equation Sect. 1.5. Review: The Stationary Heat Equation. The Heat Equation. The Initial-Boundary Value Problem. The separation of variables method. An example of separation of variables.
More informationOn the Buckling of Euler Graphene Beams Subject to Axial Compressive Load
World Journal of Engineering and Technology, 04,, 49-58 Published Online May 04 in SciRes. http://www.scirp.org/journal/wjet http://d.doi.org/0.436/wjet.04.06 On the Buckling of Euler Graphene Beams Subject
More informationStructural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian
Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian ahmadian@iust.ac.ir Dynamic Response of MDOF Systems: Mode-Superposition Method Mode-Superposition Method:
More informationMathematical Modeling using Partial Differential Equations (PDE s)
Mathematical Modeling using Partial Differential Equations (PDE s) 145. Physical Models: heat conduction, vibration. 146. Mathematical Models: why build them. The solution to the mathematical model will
More informationVibrating Strings and Heat Flow
Vibrating Strings and Heat Flow Consider an infinite vibrating string Assume that the -ais is the equilibrium position of the string and that the tension in the string at rest in equilibrium is τ Let u(,
More informationAnalysis III for D-BAUG, Fall 2017 Lecture 11
Analysis III for D-BAUG, Fall 2017 Lecture 11 Lecturer: Alex Sisto (sisto@math.ethz.ch) 1 Beams (Balken) Beams are basic mechanical systems that appear over and over in civil engineering. We consider a
More informationStrauss PDEs 2e: Section Exercise 4 Page 1 of 6
Strauss PDEs 2e: Section 5.3 - Exercise 4 Page of 6 Exercise 4 Consider the problem u t = ku xx for < x < l, with the boundary conditions u(, t) = U, u x (l, t) =, and the initial condition u(x, ) =, where
More informationLecture Notes for Math 251: ODE and PDE. Lecture 30: 10.1 Two-Point Boundary Value Problems
Lecture Notes for Math 251: ODE and PDE. Lecture 30: 10.1 Two-Point Boundary Value Problems Shawn D. Ryan Spring 2012 Last Time: We finished Chapter 9: Nonlinear Differential Equations and Stability. Now
More informationLECTURE 19: SEPARATION OF VARIABLES, HEAT CONDUCTION IN A ROD
ECTURE 19: SEPARATION OF VARIABES, HEAT CONDUCTION IN A ROD The idea of separation of variables is simple: in order to solve a partial differential equation in u(x, t), we ask, is it possible to find a
More informationWaves on 2 and 3 dimensional domains
Chapter 14 Waves on 2 and 3 dimensional domains We now turn to the studying the initial boundary value problem for the wave equation in two and three dimensions. In this chapter we focus on the situation
More informationRandom Fields in Bayesian Inference: Effects of the Random Field Discretization
Random Fields in Bayesian Inference: Effects of the Random Field Discretization Felipe Uribe a, Iason Papaioannou a, Wolfgang Betz a, Elisabeth Ullmann b, Daniel Straub a a Engineering Risk Analysis Group,
More informationChapter 3 Higher Order Linear ODEs
Chapter 3 Higher Order Linear ODEs Advanced Engineering Mathematics Wei-Ta Chu National Chung Cheng University wtchu@cs.ccu.edu.tw 1 2 3.1 Homogeneous Linear ODEs 3 Homogeneous Linear ODEs An ODE is of
More informationLecture 15 Strain and stress in beams
Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME
More information9.1 Introduction to bifurcation of equilibrium and structural
Module 9 Stability and Buckling Readings: BC Ch 14 earning Objectives Understand the basic concept of structural instability and bifurcation of equilibrium. Derive the basic buckling load of beams subject
More informationIntroduction to Continuous Systems. Continuous Systems. Strings, Torsional Rods and Beams.
Outline of Continuous Systems. Introduction to Continuous Systems. Continuous Systems. Strings, Torsional Rods and Beams. Vibrations of Flexible Strings. Torsional Vibration of Rods. Bernoulli-Euler Beams.
More informationLecture 21: The one dimensional Wave Equation: D Alembert s Solution
Introductory lecture notes on Partial Differential Equations - c Anthony Peirce. Not to be copied, used, or revised without explicit written permission from the copyright owner. 1 Lecture 21: The one dimensional
More informationLINEAR ALGEBRA QUESTION BANK
LINEAR ALGEBRA QUESTION BANK () ( points total) Circle True or False: TRUE / FALSE: If A is any n n matrix, and I n is the n n identity matrix, then I n A = AI n = A. TRUE / FALSE: If A, B are n n matrices,
More informationEMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 10 Columns
EMA 370 Mechanics & Materials Science (Mechanics of Materials) Chapter 10 Columns Columns Introduction Columns are vertical prismatic members subjected to compressive forces Goals: 1. Study the stability
More informationMATH 304 Linear Algebra Lecture 20: The Gram-Schmidt process (continued). Eigenvalues and eigenvectors.
MATH 304 Linear Algebra Lecture 20: The Gram-Schmidt process (continued). Eigenvalues and eigenvectors. Orthogonal sets Let V be a vector space with an inner product. Definition. Nonzero vectors v 1,v
More informationChapter Two Elements of Linear Algebra
Chapter Two Elements of Linear Algebra Previously, in chapter one, we have considered single first order differential equations involving a single unknown function. In the next chapter we will begin to
More information10.2-3: Fourier Series.
10.2-3: Fourier Series. 10.2-3: Fourier Series. O. Costin: Fourier Series, 10.2-3 1 Fourier series are very useful in representing periodic functions. Examples of periodic functions. A function is periodic
More informationFourier Analysis Fourier Series C H A P T E R 1 1
C H A P T E R Fourier Analysis 474 This chapter on Fourier analysis covers three broad areas: Fourier series in Secs...4, more general orthonormal series called Sturm iouville epansions in Secs..5 and.6
More informationLecture IX. Definition 1 A non-singular Sturm 1 -Liouville 2 problem consists of a second order linear differential equation of the form.
Lecture IX Abstract When solving PDEs it is often necessary to represent the solution in terms of a series of orthogonal functions. One way to obtain an orthogonal family of functions is by solving a particular
More informationMath 322. Spring 2015 Review Problems for Midterm 2
Linear Algebra: Topic: Linear Independence of vectors. Question. Math 3. Spring Review Problems for Midterm Explain why if A is not square, then either the row vectors or the column vectors of A are linearly
More information4 The Harmonics of Vibrating Strings
4 The Harmonics of Vibrating Strings 4. Harmonics and Vibrations What I am going to tell you about is what we teach our physics students in the third or fourth year of graduate school... It is my task
More informationCh 10.1: Two Point Boundary Value Problems
Ch 10.1: Two Point Boundary Value Problems In many important physical problems there are two or more independent variables, so the corresponding mathematical models involve partial differential equations.
More informationj=1 u 1jv 1j. 1/ 2 Lemma 1. An orthogonal set of vectors must be linearly independent.
Lecture Notes: Orthogonal and Symmetric Matrices Yufei Tao Department of Computer Science and Engineering Chinese University of Hong Kong taoyf@cse.cuhk.edu.hk Orthogonal Matrix Definition. Let u = [u
More informationMore Examples Of Generalized Coordinates
Slides of ecture 8 Today s Class: Review Of Homework From ecture 7 Hamilton s Principle More Examples Of Generalized Coordinates Calculating Generalized Forces Via Virtual Work /3/98 /home/djsegal/unm/vibcourse/slides/ecture8.frm
More informationPhysics 342 Lecture 2. Linear Algebra I. Lecture 2. Physics 342 Quantum Mechanics I
Physics 342 Lecture 2 Linear Algebra I Lecture 2 Physics 342 Quantum Mechanics I Wednesday, January 27th, 21 From separation of variables, we move to linear algebra Roughly speaking, this is the study
More informationElements of linear algebra
Elements of linear algebra Elements of linear algebra A vector space S is a set (numbers, vectors, functions) which has addition and scalar multiplication defined, so that the linear combination c 1 v
More informationElastic Buckling Behavior of Beams ELASTIC BUCKLING OF BEAMS
Elastic Buckling Behavior of Beams CE579 - Structural Stability and Design ELASTIC BUCKLING OF BEAMS Going back to the original three second-order differential equations: 3 Therefore, z z E I v P v P 0
More informationEigenvalues of Trusses and Beams Using the Accurate Element Method
Eigenvalues of russes and Beams Using the Accurate Element Method Maty Blumenfeld Department of Strength of Materials Universitatea Politehnica Bucharest, Romania Paul Cizmas Department of Aerospace Engineering
More informationMechanics of Microstructures
Mechanics of Microstructures Topics Plane Stress in MEMS Thin film Residual Stress Effects of Residual Stress Reference: Stephen D. Senturia, Microsystem Design, Kluwer Academic Publishers, January 200.
More information+ y = 1 : the polynomial
Notes on Basic Ideas of Spherical Harmonics In the representation of wavefields (solutions of the wave equation) one of the natural considerations that arise along the lines of Huygens Principle is the
More informationWORCESTER POLYTECHNIC INSTITUTE
WORCETER OLYTECHNIC INTITUTE MECHANICAL ENGINEERING DEARTMENT DGN OF MACHINE ELEMENT ME-330, B 018 Lecture 08-09 November 018 Examples w Eccentric load Concentric load w Examples Vestas V80-.0 MWatt Installing
More informationAdvanced Structural Analysis EGF Section Properties and Bending
Advanced Structural Analysis EGF316 3. Section Properties and Bending 3.1 Loads in beams When we analyse beams, we need to consider various types of loads acting on them, for example, axial forces, shear
More information7.5 Elastic Buckling Columns and Buckling
7.5 Elastic Buckling The initial theory of the buckling of columns was worked out by Euler in 1757, a nice example of a theory preceding the application, the application mainly being for the later invented
More informationChapter 5 Compression Member
Chapter 5 Compression Member This chapter starts with the behaviour of columns, general discussion of buckling, and determination of the axial load needed to buckle. Followed b the assumption of Euler
More information23.4. Convergence. Introduction. Prerequisites. Learning Outcomes
Convergence 3.4 Introduction In this Section we examine, briefly, the convergence characteristics of a Fourier series. We have seen that a Fourier series can be found for functions which are not necessarily
More informationPart D: Frames and Plates
Part D: Frames and Plates Plane Frames and Thin Plates A Beam with General Boundary Conditions The Stiffness Method Thin Plates Initial Imperfections The Ritz and Finite Element Approaches A Beam with
More informationComb Resonator Design (2)
Lecture 6: Comb Resonator Design () -Intro. to Mechanics of Materials Sh School of felectrical ti lengineering i and dcomputer Science, Si Seoul National University Nano/Micro Systems & Controls Laboratory
More informationSpectral Properties of Elliptic Operators In previous work we have replaced the strong version of an elliptic boundary value problem
Spectral Properties of Elliptic Operators In previous work we have replaced the strong version of an elliptic boundary value problem L u x f x BC u x g x with the weak problem find u V such that B u,v
More informationFEA CODE WITH MATLAB. Finite Element Analysis of an Arch ME 5657 FINITE ELEMENT METHOD. Submitted by: ALPAY BURAK DEMIRYUREK
FEA CODE WITH MATAB Finite Element Analysis of an Arch ME 5657 FINITE EEMENT METHOD Submitted by: APAY BURAK DEMIRYUREK This report summarizes the finite element analysis of an arch-beam with using matlab.
More informationSlender Structures Load carrying principles
Slender Structures Load carrying principles Continuously Elastic Supported (basic) Cases: Etension, shear Euler-Bernoulli beam (Winkler 1867) v2017-2 Hans Welleman 1 Content (preliminary schedule) Basic
More informationChapter 12 Elastic Stability of Columns
Chapter 12 Elastic Stability of Columns Axial compressive loads can cause a sudden lateral deflection (Buckling) For columns made of elastic-perfectly plastic materials, P cr Depends primarily on E and
More informationPhysics 342 Lecture 2. Linear Algebra I. Lecture 2. Physics 342 Quantum Mechanics I
Physics 342 Lecture 2 Linear Algebra I Lecture 2 Physics 342 Quantum Mechanics I Wednesday, January 3th, 28 From separation of variables, we move to linear algebra Roughly speaking, this is the study of
More informationPES Institute of Technology
PES Institute of Technology Bangalore south campus, Bangalore-5460100 Department of Mechanical Engineering Faculty name : Madhu M Date: 29/06/2012 SEM : 3 rd A SEC Subject : MECHANICS OF MATERIALS Subject
More informationFREE VIBRATION RESPONSE OF UNDAMPED SYSTEMS
Lecture Notes: STRUCTURAL DYNAMICS / FALL 2011 / Page: 1 FREE VIBRATION RESPONSE OF UNDAMPED SYSTEMS : : 0, 0 As demonstrated previously, the above Equation of Motion (free-vibration equation) has a solution
More informationIntroduction to Structural Member Properties
Introduction to Structural Member Properties Structural Member Properties Moment of Inertia (I): a mathematical property of a cross-section (measured in inches 4 or in 4 ) that gives important information
More informationPhysics 6303 Lecture 8 September 25, 2017
Physics 6303 Lecture 8 September 25, 2017 LAST TIME: Finished tensors, vectors, and matrices At the beginning of the course, I wrote several partial differential equations (PDEs) that are used in many
More informationLaboratory 4 Topic: Buckling
Laboratory 4 Topic: Buckling Objectives: To record the load-deflection response of a clamped-clamped column. To identify, from the recorded response, the collapse load of the column. Introduction: Buckling
More informationReview of Linear Algebra
Review of Linear Algebra Dr Gerhard Roth COMP 40A Winter 05 Version Linear algebra Is an important area of mathematics It is the basis of computer vision Is very widely taught, and there are many resources
More informationHomework 7 Solutions
Homework 7 Solutions # (Section.4: The following functions are defined on an interval of length. Sketch the even and odd etensions of each function over the interval [, ]. (a f( =, f ( Even etension of
More informationChapter 5 Structural Elements: The truss & beam elements
Institute of Structural Engineering Page 1 Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 2 Chapter Goals Learn how to formulate the Finite Element Equations
More informationAssumptions: beam is initially straight, is elastically deformed by the loads, such that the slope and deflection of the elastic curve are
*12.4 SLOPE & DISPLACEMENT BY THE MOMENT-AREA METHOD Assumptions: beam is initially straight, is elastically deformed by the loads, such that the slope and deflection of the elastic curve are very small,
More informationPDE and Boundary-Value Problems Winter Term 2014/2015
PDE and Boundary-Value Problems Winter Term 2014/2015 Lecture 6 Saarland University 17. November 2014 c Daria Apushkinskaya (UdS) PDE and BVP lecture 6 17. November 2014 1 / 40 Purpose of Lesson To show
More information7.4 The Elementary Beam Theory
7.4 The Elementary Beam Theory In this section, problems involving long and slender beams are addressed. s with pressure vessels, the geometry of the beam, and the specific type of loading which will be
More informationFinite Element Analysis Prof. Dr. B. N. Rao Department of Civil engineering Indian Institute of Technology, Madras. Module - 01 Lecture - 17
Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil engineering Indian Institute of Technology, Madras Module - 01 Lecture - 17 In the last class, we were looking at this general one-dimensional
More informationOrdinary Differential Equations
Ordinary Differential Equations for Engineers and Scientists Gregg Waterman Oregon Institute of Technology c 2017 Gregg Waterman This work is licensed under the Creative Commons Attribution 4.0 International
More informationLinear Algebra in Hilbert Space
Physics 342 Lecture 16 Linear Algebra in Hilbert Space Lecture 16 Physics 342 Quantum Mechanics I Monday, March 1st, 2010 We have seen the importance of the plane wave solutions to the potentialfree Schrödinger
More informationSection 8.2 : Homogeneous Linear Systems
Section 8.2 : Homogeneous Linear Systems Review: Eigenvalues and Eigenvectors Let A be an n n matrix with constant real components a ij. An eigenvector of A is a nonzero n 1 column vector v such that Av
More information3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1
Math Problem a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 3 6 Solve the initial value problem u ( t) = Au( t) with u (0) =. 3 1 u 1 =, u 1 3 = b- True or false and why 1. if A is
More informationPROBLEMS In each of Problems 1 through 12:
6.5 Impulse Functions 33 which is the formal solution of the given problem. It is also possible to write y in the form 0, t < 5, y = 5 e (t 5/ sin 5 (t 5, t 5. ( The graph of Eq. ( is shown in Figure 6.5.3.
More informationEE C245 ME C218 Introduction to MEMS Design
EE C245 ME C218 Introduction to MEMS Design Fall 2007 Prof. Clark T.-C. Nguyen Dept. of Electrical Engineering & Computer Sciences University of California at Berkeley Berkeley, CA 94720 ecture 15: Beam
More informationCOMP 558 lecture 18 Nov. 15, 2010
Least squares We have seen several least squares problems thus far, and we will see more in the upcoming lectures. For this reason it is good to have a more general picture of these problems and how to
More informationCOPYRIGHTED MATERIAL. Index
Index A Admissible function, 163 Amplification factor, 36 Amplitude, 1, 22 Amplitude-modulated carrier, 630 Amplitude ratio, 36 Antinodes, 612 Approximate analytical methods, 647 Assumed modes method,
More information1 Separation of Variables
Jim ambers ENERGY 281 Spring Quarter 27-8 ecture 2 Notes 1 Separation of Variables In the previous lecture, we learned how to derive a PDE that describes fluid flow. Now, we will learn a number of analytical
More informationLecture Notes for Math 251: ODE and PDE. Lecture 32: 10.2 Fourier Series
Lecture Notes for Math 251: ODE and PDE. Lecture 32: 1.2 Fourier Series Shawn D. Ryan Spring 212 Last Time: We studied the heat equation and the method of Separation of Variabes. We then used Separation
More informationAircraft Structures Structural & Loading Discontinuities
Universit of Liège Aerospace & Mechanical Engineering Aircraft Structures Structural & Loading Discontinuities Ludovic Noels Computational & Multiscale Mechanics of Materials CM3 http://www.ltas-cm3.ulg.ac.be/
More informationEFFECTIVE MODAL MASS & MODAL PARTICIPATION FACTORS Revision F
EFFECTIVE MODA MASS & MODA PARTICIPATION FACTORS Revision F By Tom Irvine Email: tomirvine@aol.com March 9, 1 Introduction The effective modal mass provides a method for judging the significance of a vibration
More informationBEAM DEFLECTION THE ELASTIC CURVE
BEAM DEFLECTION Samantha Ramirez THE ELASTIC CURVE The deflection diagram of the longitudinal axis that passes through the centroid of each cross-sectional area of a beam. Supports that apply a moment
More informationMath 3191 Applied Linear Algebra
Math 9 Applied Linear Algebra Lecture 9: Diagonalization Stephen Billups University of Colorado at Denver Math 9Applied Linear Algebra p./9 Section. Diagonalization The goal here is to develop a useful
More informationAdvanced Vibrations. Distributed-Parameter Systems: Approximate Methods Lecture 20. By: H. Ahmadian
Advanced Vibrations Distributed-Parameter Systems: Approximate Methods Lecture 20 By: H. Ahmadian ahmadian@iust.ac.ir Distributed-Parameter Systems: Approximate Methods Rayleigh's Principle The Rayleigh-Ritz
More informationF = m a. t 2. stress = k(x) strain
The Wave Equation Consider a bar made of an elastic material. The bar hangs down vertically from an attachment point = and can vibrate vertically but not horizontally. Since chapter 5 is the chapter on
More informationBeams on elastic foundation
Beams on elastic foundation I Basic concepts The beam lies on elastic foundation when under the applied eternal loads, the reaction forces of the foundation are proportional at every point to the deflection
More informationQuintic beam closed form matrices (revised 2/21, 2/23/12) General elastic beam with an elastic foundation
General elastic beam with an elastic foundation Figure 1 shows a beam-column on an elastic foundation. The beam is connected to a continuous series of foundation springs. The other end of the foundation
More informationME C85/CE C30 Fall, Introduction to Solid Mechanics ME C85/CE C30. Final Exam. Fall, 2013
Introduction to Solid Mechanics ME C85/CE C30 Fall, 2013 1. Leave an empty seat between you and the person (people) next to you. Unfortunately, there have been reports of cheating on the midterms, so we
More informationCHAPTER 5. Beam Theory
CHPTER 5. Beam Theory SangJoon Shin School of Mechanical and erospace Engineering Seoul National University ctive eroelasticity and Rotorcraft Lab. 5. The Euler-Bernoulli assumptions One of its dimensions
More information1.050: Beam Elasticity (HW#9)
1050: Beam Elasticity (HW#9) MIT 1050 (Engineering Mechanics I) Fall 2007 Instructor: Markus J BUEHER Due: November 14, 2007 Team Building and Team Work: We strongly encourage you to form Homework teams
More informationStress and Strain ( , 3.14) MAE 316 Strength of Mechanical Components NC State University Department of Mechanical & Aerospace Engineering
(3.8-3.1, 3.14) MAE 316 Strength of Mechanical Components NC State Universit Department of Mechanical & Aerospace Engineering 1 Introduction MAE 316 is a continuation of MAE 314 (solid mechanics) Review
More informationNumerical Analysis Using M#math
"msharpmath" revised on 2014.09.01 Numerical Analysis Using M#math Chapter 9 Eigenvalue Problems 9-1 Existence of Solution and Eigenvalues 9-2 Sturm-Liouville Problems 9-3 Eigenvalues on Stability and
More informationPartial Differential Equations (PDEs)
C H A P T E R Partial Differential Equations (PDEs) 5 A PDE is an equation that contains one or more partial derivatives of an unknown function that depends on at least two variables. Usually one of these
More informationExamples of the Fourier Theorem (Sect. 10.3). The Fourier Theorem: Continuous case.
s of the Fourier Theorem (Sect. 1.3. The Fourier Theorem: Continuous case. : Using the Fourier Theorem. The Fourier Theorem: Piecewise continuous case. : Using the Fourier Theorem. The Fourier Theorem:
More informationMAT Linear Algebra Collection of sample exams
MAT 342 - Linear Algebra Collection of sample exams A-x. (0 pts Give the precise definition of the row echelon form. 2. ( 0 pts After performing row reductions on the augmented matrix for a certain system
More informationSome Trigonometric Limits
Some Trigonometric Limits Mathematics 11: Lecture 7 Dan Sloughter Furman University September 20, 2007 Dan Sloughter (Furman University) Some Trigonometric Limits September 20, 2007 1 / 14 The squeeze
More informationComparison of Unit Cell Geometry for Bloch Wave Analysis in Two Dimensional Periodic Beam Structures
Clemson University TigerPrints All Theses Theses 8-018 Comparison of Unit Cell Geometry for Bloch Wave Analysis in Two Dimensional Periodic Beam Structures Likitha Marneni Clemson University, lmarnen@g.clemson.edu
More informationMath 201 Assignment #11
Math 21 Assignment #11 Problem 1 (1.5 2) Find a formal solution to the given initial-boundary value problem. = 2 u x, < x < π, t > 2 u(, t) = u(π, t) =, t > u(x, ) = x 2, < x < π Problem 2 (1.5 5) Find
More informationReview Sol. of More Long Answer Questions
Review Sol. of More Long Answer Questions 1. Solve the integro-differential equation t y (t) e t v y(v)dv = t; y()=. (1) Solution. The key is to recognize the convolution: t e t v y(v) dv = e t y. () Now
More information3 rd class Mech. Eng. Dept. hamdiahmed.weebly.com Fourier Series
Definition 1 Fourier Series A function f is said to be piecewise continuous on [a, b] if there exists finitely many points a = x 1 < x 2
More informationMATH 423 Linear Algebra II Lecture 33: Diagonalization of normal operators.
MATH 423 Linear Algebra II Lecture 33: Diagonalization of normal operators. Adjoint operator and adjoint matrix Given a linear operator L on an inner product space V, the adjoint of L is a transformation
More informationFamily Feud Review. Linear Algebra. October 22, 2013
Review Linear Algebra October 22, 2013 Question 1 Let A and B be matrices. If AB is a 4 7 matrix, then determine the dimensions of A and B if A has 19 columns. Answer 1 Answer A is a 4 19 matrix, while
More information