Lecture 10: Fourier Sine Series

Size: px
Start display at page:

Download "Lecture 10: Fourier Sine Series"

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

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 information

Lecture 16: Bessel s Inequality, Parseval s Theorem, Energy convergence

Lecture 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 information

Lecture 19: Heat conduction with distributed sources/sinks

Lecture 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 information

Method of Separation of Variables

Method 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 information

Stability Of Structures: Continuous Models

Stability 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 information

Lecture 4: Frobenius Series about Regular Singular Points

Lecture 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 information

Mechanical Design in Optical Engineering

Mechanical 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 information

2.4 Eigenvalue problems

2.4 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 information

Consequences of Orthogonality

Consequences 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 information

Solving the Heat Equation (Sect. 10.5).

Solving 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 information

On the Buckling of Euler Graphene Beams Subject to Axial Compressive Load

On 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 information

Structural 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 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 information

Mathematical Modeling using Partial Differential Equations (PDE s)

Mathematical 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 information

Vibrating Strings and Heat Flow

Vibrating 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 information

Analysis III for D-BAUG, Fall 2017 Lecture 11

Analysis 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 information

Strauss PDEs 2e: Section Exercise 4 Page 1 of 6

Strauss 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 information

Lecture 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 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 information

LECTURE 19: SEPARATION OF VARIABLES, HEAT CONDUCTION IN A ROD

LECTURE 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 information

Waves on 2 and 3 dimensional domains

Waves 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 information

Random Fields in Bayesian Inference: Effects of the Random Field Discretization

Random 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 information

Chapter 3 Higher Order Linear ODEs

Chapter 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 information

Lecture 15 Strain and stress in beams

Lecture 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 information

9.1 Introduction to bifurcation of equilibrium and structural

9.1 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 information

Introduction to Continuous Systems. Continuous Systems. Strings, Torsional Rods and Beams.

Introduction 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 information

Lecture 21: The one dimensional Wave Equation: D Alembert s Solution

Lecture 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 information

LINEAR ALGEBRA QUESTION BANK

LINEAR 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 information

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 10 Columns

EMA 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 information

MATH 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. 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 information

Chapter Two Elements of Linear Algebra

Chapter 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 information

10.2-3: Fourier Series.

10.2-3: 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 information

Fourier Analysis Fourier Series C H A P T E R 1 1

Fourier 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 information

Lecture IX. Definition 1 A non-singular Sturm 1 -Liouville 2 problem consists of a second order linear differential equation of the form.

Lecture 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 information

Math 322. Spring 2015 Review Problems for Midterm 2

Math 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 information

4 The Harmonics of Vibrating Strings

4 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 information

Ch 10.1: Two Point Boundary Value Problems

Ch 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 information

j=1 u 1jv 1j. 1/ 2 Lemma 1. An orthogonal set of vectors must be linearly independent.

j=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 information

More Examples Of Generalized Coordinates

More 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 information

Physics 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 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 information

Elements of linear algebra

Elements 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 information

Elastic Buckling Behavior of Beams ELASTIC BUCKLING OF BEAMS

Elastic 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 information

Eigenvalues of Trusses and Beams Using the Accurate Element Method

Eigenvalues 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 information

Mechanics of Microstructures

Mechanics 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

+ 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 information

WORCESTER POLYTECHNIC INSTITUTE

WORCESTER 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 information

Advanced Structural Analysis EGF Section Properties and Bending

Advanced 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 information

7.5 Elastic Buckling Columns and Buckling

7.5 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 information

Chapter 5 Compression Member

Chapter 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 information

23.4. Convergence. Introduction. Prerequisites. Learning Outcomes

23.4. 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 information

Part D: Frames and Plates

Part 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 information

Comb Resonator Design (2)

Comb 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 information

Spectral 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 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 information

FEA CODE WITH MATLAB. Finite Element Analysis of an Arch ME 5657 FINITE ELEMENT METHOD. Submitted by: ALPAY BURAK DEMIRYUREK

FEA 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 information

Slender Structures Load carrying principles

Slender 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 information

Chapter 12 Elastic Stability of Columns

Chapter 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 information

Physics 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 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 information

PES Institute of Technology

PES 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 information

FREE VIBRATION RESPONSE OF UNDAMPED SYSTEMS

FREE 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 information

Introduction to Structural Member Properties

Introduction 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 information

Physics 6303 Lecture 8 September 25, 2017

Physics 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 information

Laboratory 4 Topic: Buckling

Laboratory 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 information

Review of Linear Algebra

Review 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 information

Homework 7 Solutions

Homework 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 information

Chapter 5 Structural Elements: The truss & beam elements

Chapter 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 information

Assumptions: beam is initially straight, is elastically deformed by the loads, such that the slope and deflection of the elastic curve are

Assumptions: 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 information

PDE and Boundary-Value Problems Winter Term 2014/2015

PDE 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 information

7.4 The Elementary Beam Theory

7.4 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 information

Finite 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 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 information

Ordinary Differential Equations

Ordinary 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 information

Linear Algebra in Hilbert Space

Linear 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 information

Section 8.2 : Homogeneous Linear Systems

Section 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 information

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1

3 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 information

PROBLEMS In each of Problems 1 through 12:

PROBLEMS 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 information

EE C245 ME C218 Introduction to MEMS Design

EE 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 information

COMP 558 lecture 18 Nov. 15, 2010

COMP 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 information

COPYRIGHTED MATERIAL. Index

COPYRIGHTED 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 information

1 Separation of Variables

1 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 information

Lecture Notes for Math 251: ODE and PDE. Lecture 32: 10.2 Fourier Series

Lecture 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 information

Aircraft Structures Structural & Loading Discontinuities

Aircraft 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 information

EFFECTIVE MODAL MASS & MODAL PARTICIPATION FACTORS Revision F

EFFECTIVE 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 information

BEAM DEFLECTION THE ELASTIC CURVE

BEAM 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 information

Math 3191 Applied Linear Algebra

Math 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 information

Advanced Vibrations. Distributed-Parameter Systems: Approximate Methods Lecture 20. By: H. Ahmadian

Advanced 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 information

F = m a. t 2. stress = k(x) strain

F = 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 information

Beams on elastic foundation

Beams 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 information

Quintic beam closed form matrices (revised 2/21, 2/23/12) General elastic beam with an elastic foundation

Quintic 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 information

ME C85/CE C30 Fall, Introduction to Solid Mechanics ME C85/CE C30. Final Exam. Fall, 2013

ME 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 information

CHAPTER 5. Beam Theory

CHAPTER 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 information

1.050: Beam Elasticity (HW#9)

1.050: 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 information

Stress and Strain ( , 3.14) MAE 316 Strength of Mechanical Components NC State University Department of Mechanical & Aerospace Engineering

Stress 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 information

Numerical Analysis Using M#math

Numerical 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 information

Partial Differential Equations (PDEs)

Partial 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 information

Examples of the Fourier Theorem (Sect. 10.3). The Fourier Theorem: Continuous case.

Examples 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 information

MAT Linear Algebra Collection of sample exams

MAT 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 information

Some Trigonometric Limits

Some 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 information

Comparison of Unit Cell Geometry for Bloch Wave Analysis in Two Dimensional Periodic Beam Structures

Comparison 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 information

Math 201 Assignment #11

Math 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 information

Review Sol. of More Long Answer Questions

Review 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 information

3 rd class Mech. Eng. Dept. hamdiahmed.weebly.com Fourier Series

3 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 information

MATH 423 Linear Algebra II Lecture 33: Diagonalization of normal operators.

MATH 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 information

Family Feud Review. Linear Algebra. October 22, 2013

Family 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