Lecture 1: Simple Harmonic Oscillators

Total Page:16

File Type:pdf, Size:1020Kb

Lecture 1: Simple Harmonic Oscillators Matthew Schwartz Lecture 1: Simple Harmonic Oscillators 1 Introduction The simplest thing that can happen in the physical universe is nothing. The next simplest thing, which doesn’t get too far away from nothing, is an oscillation about nothing. This course studies those oscillations. When many oscillators are put together, you get waves. Almost all physical processes can be explained by breaking them down into simple building blocks and putting those blocks together. As we will see in this course, oscillators are the building blocks of a tremendous diversity of physical phenomena and technologies, including musical instruments, antennas, patriot missiles, x-ray crystallography, holography, quantum mechanics, 3D movies, cell phones, atomic clocks, ocean waves, gravitational waves, sonar, rain- bows, color perception, prisms, soap films, sunglasses, information theory, solar sails, cell phone communication, molecular spectroscopy, acoustics and lots more. Many of these topics will be covered first in lab where you will explore and uncover principles of physics on your own. The key mathematical technique to be mastered through this course is the Fourier trans- form. Fourier transforms, and Fourier series, play an absolutely crucial role in almost all areas of modern physics. I cannot emphasize enough how important Fourier transforms are in physics. The first couple of weeks of the course build on what you’ve covered in 15a (or 16 or 11a or AP50) – balls and springs and simple oscillators. These are described by the differential equa- tion for the damped, driven oscillator: d2x(t) dx(t) F (t) + γ + ω2 x(t)= (1) dt2 dt 0 m Here x(t) is the displacement of the oscillator from equilibrium, ω0 is the natural angular fre- quency of the oscillator, γ is a damping coefficient, and F (t) is a driving force. We’ll start with γ =0 and F =0, in which case it’s a simple harmonic oscillator (Section 2). Then we’ll add γ, to get a damped harmonic oscillator (Section 4). Then add F (t) (Lecture 2). The damped, driven oscillator is governed by a linear differential equation (Section 5). Linear equations have the nice property that you can add two solutions to get a new solution. We will see how to solve them using complex exponentials, eiα and e−iα, which are linear combi- nations of sines and cosines (Section 6). A review of complex numbers is given in Section 7. Studying multiple coupled oscillators will lead to the concept of normal modes, which lead naturally to the wave equation, the Fourier series, and the Fourier transform (future lectures). 2 Why waves? Why oscillators? Recall Hooke’s law: if your displace a spring a distance x from its equilibrium position, the restoring force will be F = kx for some constant k. You probably had this law told to you in high school or 15a or wherever.− Maybe it’s an emperical fact, deduced from measuring springs, maybe it was just stated as true. Why is it true? Why does Hooke’s law hold? To derive Hooke’s law, you might image you need a microscopic description of a spring (what is it made out of, how does it bend, how are the atoms arranged, etc.). Indeed, if you hope to compute k, yes, absolutely, you need all of this. In fact you need so much detail that generally it’s impossible to compute k in any real spring. But also generally, we don’t care to compute k, we just measure it. That’s not the point. We don’t want to compute k. What we want to know is why is the force is proportional to displacement. Why is Hooke’s law true? 1 2 Section 2 First of all, it is true. Hooke’s law applies not just to springs, but to just about everything: Figure 1. The restoring force for pretty much anything (bending trees, swings, balls, tires, etc) is linear close to equilibrium. You can move any of these systems, or pretty much anything else around you, a little bit away from its equilibrium and it will want to come back. The more you move it, the stronger the restoring force will be. And often to an excellent approximation, the distance and force are directly proportional. To derive Hooke’s law, we just need a little bit of calculus. Let’s say we dispace some system, a spring or a tire or whatever a distance x from its equilibrium and measure the func- tion F (x). We define x =0 as the equibrium point, so by definition, F (0)=0. Then, we can use Taylor’s theorem ′ 1 ′′ F (x)= F (0)+ xF (0)+ x2F (0)+ (2) 2 ··· Now F (0) = 0 and F ′(0) and F ′′(0) etc are just fixed numbers. So no matter what these num- bers are, we can always find an x small enough so that F ′ 1 xF ′′ . Then we can neglect (0) 2 (0) ′′ ′ ≫ the 1 x2F (0) term compared to the xF (0) term. Similarly, we can always take x small enough 2 that all of the higher derivative terms are as small as we want. And therefore, F (x)= kx (3) − with k = F ′(0). We have just derived Hooke’s law! Close enough to equilibrium, the restoring force for anything− will be proportional to the displacement. Since y = kx is the equation for a line, we say systems obeying Hooke’s law are linear. Thus, everything− is linear close to equilib- rium. More about linearity in Section 5. You might also ask, why does F depend only on x? Well, what else could it depend on? It could, for example, depend on velocity. Wind resistance is an example of a velocity-dependent force. However, sinec we are assuming that the object is close to equilibrium, its speed must be small (or else our assumption would quickly be violated). So x˙ is small. Thus we can Taylor exapnd in x˙ as well ∂F (x,x˙) ∂F (x,x˙) F (x,x˙)= x + x˙ + (4) ∂x ∂x˙ ··· x=x=0˙ x=x˙ =0 where the terms are higher order in x or x˙, so they are subleading close to equilbrium. ··· Writing ∂F (x,x˙) = mγ we then have ∂x˙ x=x˙ =0 − F (x)= kx mγx˙ (5) − − Then F = ma with a = x¨ gives d2x(t) dx(t) + γ + ω2 x(t)=0 (6) dt2 dt 0 k as in Eq. (1) with ω0 = . γ is called a damping coefficient, since the velocity dependence q m tends to slow the system down (as we will see). The other piece of Eq. (1), labeled F (t), is the driving force. It represents the action of something external to the system, like a woman pushing the swing with the girl on it, or the car tire being compressed by the car. Simple harmonic motion 3 3 Simple harmonic motion We have seen that Eq. (1) describes universally any system close to equilibrium. Now let’s solve it. First, take γ =0. Then Eq. (1) becomes d2 x(t)+ ω2 x(t)=0 (7) dt2 0 ω k ω g For a spring, 0 = m , for a pendulum 0 = L . Other systems have different expressions for q q ω0 in terms of the relevant physical parameters. We can solve this equation by hand, by plugging into Mathematica, or just by guessing. Guessing is often the easiest. So, we want to guess a function whose second derivative is propor- tional to itself. You know at least two functions with this property: sine and cosine. So let us write as an ansatz (ansatz is a sciency word for “educated guess”): x(t)= A sin(ωt)+ B cos(ωt) (8) This solution has 3 free parameters A, B and ω. Plugging in to Eq. (7) gives ω2[A sin(ωt)+ B cos(ωt)] + ω2 [A sin(ωt)+ B cos(ωt)]=0 (9) − 0 Thus, ω = ω0 (10) ω ω k That is, the angular frequency of the solution must be the paramter 0 = m in the differen- tial equation. We get no constraint on A and B. q ω is called the angular frequency. It has units of radians per second. The frequency is ω ν = (11) 2π units of 1/sec. The solution x(t) we found goes back to itself after t t + T where → 1 2π T = = (12) ν ω is the period. T has units of seconds. The function x(t)= A sin(ωt)+ B cos(ωt) satisfies x(t)= x(t + nT ) for any integer n. In other words, the solutions oscillate! A and B are the amplitudes of the oscillation. They can be fixed by boundary conditions. For example, you specify the position and velocity at any given time, you can determine A and B x m x′ m . To be concrete, suppose we start with (0)=1 and (0)=2 s . Then, 1m = x(0)= A sin(ω0)+ B cos(ω0) = B (13) m 2 = x′(0)= ωAcos(ω0) ωB sin(ω0)= ωA (14) s − A 2 m B m So we find = ω s and =1 . Keep in mind that the angular frequency ω is not fixed by boundary conditions. It is deter- mined by the physical problem: ω = k where k = F ′(0) and m is the mass of the thing oscil- q m − lating. That is why if you start a pendulum from any height and give it any sort of initial kick, it will oscillate with the same frequency. Another representation of the general solution x(t) = A sin(ωt) + B cos(ωt) is often conve- nient. Instead of using A and B we can write x(t)= C sin(ωt + φ) (15) using trig identities, we find C sin(ωt + φ)= C cos(φ)sin(ωt)+ C sin(φ)cos(ωt) (16) and so A = C cos(φ) B = C sin(φ) (17) 4 Section 4 Thus we can swap the amplitudes A and B for the sine and cosine components for a single amplitude C and a phase φ.
Recommended publications
  • Forced Mechanical Oscillations
    169 Carl von Ossietzky Universität Oldenburg – Faculty V - Institute of Physics Module Introductory laboratory course physics – Part I Forced mechanical oscillations Keywords: HOOKE's law, harmonic oscillation, harmonic oscillator, eigenfrequency, damped harmonic oscillator, resonance, amplitude resonance, energy resonance, resonance curves References: /1/ DEMTRÖDER, W.: „Experimentalphysik 1 – Mechanik und Wärme“, Springer-Verlag, Berlin among others. /2/ TIPLER, P.A.: „Physik“, Spektrum Akademischer Verlag, Heidelberg among others. /3/ ALONSO, M., FINN, E. J.: „Fundamental University Physics, Vol. 1: Mechanics“, Addison-Wesley Publishing Company, Reading (Mass.) among others. 1 Introduction It is the object of this experiment to study the properties of a „harmonic oscillator“ in a simple mechanical model. Such harmonic oscillators will be encountered in different fields of physics again and again, for example in electrodynamics (see experiment on electromagnetic resonant circuit) and atomic physics. Therefore it is very important to understand this experiment, especially the importance of the amplitude resonance and phase curves. 2 Theory 2.1 Undamped harmonic oscillator Let us observe a set-up according to Fig. 1, where a sphere of mass mK is vertically suspended (x-direc- tion) on a spring. Let us neglect the effects of friction for the moment. When the sphere is at rest, there is an equilibrium between the force of gravity, which points downwards, and the dragging resilience which points upwards; the centre of the sphere is then in the position x = 0. A deflection of the sphere from its equilibrium position by x causes a proportional dragging force FR opposite to x: (1) FxR ∝− The proportionality constant (elastic or spring constant or directional quantity) is denoted D, and Eq.
    [Show full text]
  • The Damped Harmonic Oscillator
    THE DAMPED HARMONIC OSCILLATOR Reading: Main 3.1, 3.2, 3.3 Taylor 5.4 Giancoli 14.7, 14.8 Free, undamped oscillators – other examples k m L No friction I C k m q 1 x m!x! = !kx q!! = ! q LC ! ! r; r L = θ Common notation for all g !! 2 T ! " # ! !!! + " ! = 0 m L 0 mg k friction m 1 LI! + q + RI = 0 x C 1 Lq!!+ q + Rq! = 0 C m!x! = !kx ! bx! ! r L = cm θ Common notation for all g !! ! 2 T ! " # ! # b'! !!! + 2"!! +# ! = 0 m L 0 mg Natural motion of damped harmonic oscillator Force = mx˙˙ restoring force + resistive force = mx˙˙ ! !kx ! k Need a model for this. m Try restoring force proportional to velocity k m x !bx! How do we choose a model? Physically reasonable, mathematically tractable … Validation comes IF it describes the experimental system accurately Natural motion of damped harmonic oscillator Force = mx˙˙ restoring force + resistive force = mx˙˙ !kx ! bx! = m!x! ! Divide by coefficient of d2x/dt2 ! and rearrange: x 2 x 2 x 0 !!+ ! ! + " 0 = inverse time β and ω0 (rate or frequency) are generic to any oscillating system This is the notation of TM; Main uses γ = 2β. Natural motion of damped harmonic oscillator 2 x˙˙ + 2"x˙ +#0 x = 0 Try x(t) = Ce pt C, p are unknown constants ! x˙ (t) = px(t), x˙˙ (t) = p2 x(t) p2 2 p 2 x(t) 0 Substitute: ( + ! + " 0 ) = ! 2 2 Now p is known (and p = !" ± " ! # 0 there are 2 p values) p t p t x(t) = Ce + + C'e " Must be sure to make x real! ! Natural motion of damped HO Can identify 3 cases " < #0 underdamped ! " > #0 overdamped ! " = #0 critically damped time ---> ! underdamped " < #0 # 2 !1 = ! 0 1" 2 ! 0 ! time ---> 2 2 p = !" ± " ! # 0 = !" ± i#1 x(t) = Ce"#t+i$1t +C*e"#t"i$1t Keep x(t) real "#t x(t) = Ae [cos($1t +%)] complex <-> amp/phase System oscillates at "frequency" ω1 (very close to ω0) ! - but in fact there is not only one single frequency associated with the motion as we will see.
    [Show full text]
  • VIBRATIONAL SPECTROSCOPY • the Vibrational Energy V(R) Can Be Calculated Using the (Classical) Model of the Harmonic Oscillator
    VIBRATIONAL SPECTROSCOPY • The vibrational energy V(r) can be calculated using the (classical) model of the harmonic oscillator: • Using this potential energy function in the Schrödinger equation, the vibrational frequency can be calculated: The vibrational frequency is increasing with: • increasing force constant f = increasing bond strength • decreasing atomic mass • Example: f cc > f c=c > f c-c Vibrational spectra (I): Harmonic oscillator model • Infrared radiation in the range from 10,000 – 100 cm –1 is absorbed and converted by an organic molecule into energy of molecular vibration –> this absorption is quantized: A simple harmonic oscillator is a mechanical system consisting of a point mass connected to a massless spring. The mass is under action of a restoring force proportional to the displacement of particle from its equilibrium position and the force constant f (also k in followings) of the spring. MOLECULES I: Vibrational We model the vibrational motion as a harmonic oscillator, two masses attached by a spring. nu and vee! Solving the Schrödinger equation for the 1 v h(v 2 ) harmonic oscillator you find the following quantized energy levels: v 0,1,2,... The energy levels The level are non-degenerate, that is gv=1 for all values of v. The energy levels are equally spaced by hn. The energy of the lowest state is NOT zero. This is called the zero-point energy. 1 R h Re 0 2 Vibrational spectra (III): Rotation-vibration transitions The vibrational spectra appear as bands rather than lines. When vibrational spectra of gaseous diatomic molecules are observed under high-resolution conditions, each band can be found to contain a large number of closely spaced components— band spectra.
    [Show full text]
  • Ch 11 Vibrations and Waves Simple Harmonic Motion Simple Harmonic Motion
    Ch 11 Vibrations and Waves Simple Harmonic Motion Simple Harmonic Motion A vibration (oscillation) back & forth taking the same amount of time for each cycle is periodic. Each vibration has an equilibrium position from which it is somehow disturbed by a given energy source. The disturbance produces a displacement from equilibrium. This is followed by a restoring force. Vibrations transfer energy. Recall Hooke’s Law The restoring force of a spring is proportional to the displacement, x. F = -kx. K is the proportionality constant and we choose the equilibrium position of x = 0. The minus sign reminds us the restoring force is always opposite the displacement, x. F is not constant but varies with position. Acceleration of the mass is not constant therefore. http://www.youtube.com/watch?v=eeYRkW8V7Vg&feature=pl ayer_embedded Key Terms Displacement- distance from equilibrium Amplitude- maximum displacement Cycle- one complete to and fro motion Period (T)- Time for one complete cycle (s) Frequency (f)- number of cycles per second (Hz) * period and frequency are inversely related: T = 1/f f = 1/T Energy in SHOs (Simple Harmonic Oscillators) In stretching or compressing a spring, work is required and potential energy is stored. Elastic PE is given by: PE = ½ kx2 Total mechanical energy E of the mass-spring system = sum of KE + PE E = ½ mv2 + ½ kx2 Here v is velocity of the mass at x position from equilibrium. E remains constant w/o friction. Energy Transformations As a mass oscillates on a spring, the energy changes from PE to KE while the total E remains constant.
    [Show full text]
  • Harmonic Oscillator with Time-Dependent Effective-Mass And
    Harmonic oscillator with time-dependent effective-mass and frequency with a possible application to 'chirped tidal' gravitational waves forces affecting interferometric detectors Yacob Ben-Aryeh Physics Department, Technion-Israel Institute of Technology, Haifa,32000,Israel e-mail: [email protected] ; Fax: 972-4-8295755 Abstract The general theory of time-dependent frequency and time-dependent mass ('effective mass') is described. The general theory for time-dependent harmonic-oscillator is applied in the present research for studying certain quantum effects in the interferometers for detecting gravitational waves. When an astronomical binary system approaches its point of coalescence the gravitational wave intensity and frequency are increasing and this can lead to strong deviations from the simple description of harmonic oscillations for the interferometric masses on which the mirrors are placed. It is shown that under such conditions the harmonic oscillations of these masses can be described by mechanical harmonic-oscillators with time- dependent frequency and effective-mass. In the present theoretical model the effective- mass is decreasing with time describing pumping phenomena in which the oscillator amplitude is increasing with time. The quantization of this system is analyzed by the use of the adiabatic approximation. It is found that the increase of the gravitational wave intensity, within the adiabatic approximation, leads to squeezing phenomena where the quantum noise in one quadrature is increased and in the other quadrature it is decreased. PACS numbers: 04.80.Nn, 03.65.Bz, 42.50.Dv. Keywords: Gravitational waves, harmonic-oscillator with time-dependent effective- mass 1 1.Introduction The problem of harmonic-oscillator with time-dependent mass has been related to a quantum damped oscillator [1-7].
    [Show full text]
  • Euler Equation and Geodesics R
    Euler Equation and Geodesics R. Herman February 2, 2018 Introduction Newton formulated the laws of motion in his 1687 volumes, col- lectively called the Philosophiae Naturalis Principia Mathematica, or simply the Principia. However, Newton’s development was geometrical and is not how we see classical dynamics presented when we first learn mechanics. The laws of mechanics are what are now considered analytical mechanics, in which classical dynamics is presented in a more elegant way. It is based upon variational principles, whose foundations began with the work of Eu- ler and Lagrange and have been refined by other now-famous figures in the eighteenth and nineteenth centuries. Euler coined the term the calculus of variations in 1756, though it is also called variational calculus. The goal is to find minima or maxima of func- tions of the form f : M ! R, where M can be a set of numbers, functions, paths, curves, surfaces, etc. Interest in extrema problems in classical mechan- ics began near the end of the seventeenth century with Newton and Leibniz. In the Principia, Newton was interested in the least resistance of a surface of revolution as it moves through a fluid. Seeking extrema at the time was not new, as the Egyptians knew that the shortest path between two points is a straight line and that a circle encloses the largest area for a given perimeter. Heron, an Alexandrian scholar, deter- mined that light travels along the shortest path. This problem was later taken up by Willibrord Snellius (1580–1626) after whom Snell’s law of refraction is named.
    [Show full text]
  • Chapter 1 Chapter 2 Chapter 3
    Notes CHAPTER 1 1. Herbert Westren Turnbull, The Great Mathematicians in The World of Mathematics. James R. Newrnan, ed. New York: Sirnon & Schuster, 1956. 2. Will Durant, The Story of Philosophy. New York: Sirnon & Schuster, 1961, p. 41. 3. lbid., p. 44. 4. G. E. L. Owen, "Aristotle," Dictionary of Scientific Biography. New York: Char1es Scribner's Sons, Vol. 1, 1970, p. 250. 5. Durant, op. cit., p. 44. 6. Owen, op. cit., p. 251. 7. Durant, op. cit., p. 53. CHAPTER 2 1. Williarn H. Stahl, '' Aristarchus of Samos,'' Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 1, 1970, p. 246. 2. Jbid., p. 247. 3. G. J. Toorner, "Ptolerny," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 11, 1975, p. 187. CHAPTER 3 1. Stephen F. Mason, A History of the Sciences. New York: Abelard-Schurnan Ltd., 1962, p. 127. 2. Edward Rosen, "Nicolaus Copernicus," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 3, 1971, pp. 401-402. 3. Mason, op. cit., p. 128. 4. Rosen, op. cit., p. 403. 391 392 NOTES 5. David Pingree, "Tycho Brahe," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 2, 1970, p. 401. 6. lbid.. p. 402. 7. Jbid., pp. 402-403. 8. lbid., p. 413. 9. Owen Gingerich, "Johannes Kepler," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 7, 1970, p. 289. 10. lbid.• p. 290. 11. Mason, op. cit., p. 135. 12. Jbid .. p. 136. 13. Gingerich, op. cit., p. 305. CHAPTER 4 1.
    [Show full text]
  • 22.51 Course Notes, Chapter 9: Harmonic Oscillator
    9. Harmonic Oscillator 9.1 Harmonic Oscillator 9.1.1 Classical harmonic oscillator and h.o. model 9.1.2 Oscillator Hamiltonian: Position and momentum operators 9.1.3 Position representation 9.1.4 Heisenberg picture 9.1.5 Schr¨odinger picture 9.2 Uncertainty relationships 9.3 Coherent States 9.3.1 Expansion in terms of number states 9.3.2 Non-Orthogonality 9.3.3 Uncertainty relationships 9.3.4 X-representation 9.4 Phonons 9.4.1 Harmonic oscillator model for a crystal 9.4.2 Phonons as normal modes of the lattice vibration 9.4.3 Thermal energy density and Specific Heat 9.1 Harmonic Oscillator We have considered up to this moment only systems with a finite number of energy levels; we are now going to consider a system with an infinite number of energy levels: the quantum harmonic oscillator (h.o.). The quantum h.o. is a model that describes systems with a characteristic energy spectrum, given by a ladder of evenly spaced energy levels. The energy difference between two consecutive levels is ∆E. The number of levels is infinite, but there must exist a minimum energy, since the energy must always be positive. Given this spectrum, we expect the Hamiltonian will have the form 1 n = n + ~ω n , H | i 2 | i where each level in the ladder is identified by a number n. The name of the model is due to the analogy with characteristics of classical h.o., which we will review first. 9.1.1 Classical harmonic oscillator and h.o.
    [Show full text]
  • Oscillations
    CHAPTER FOURTEEN OSCILLATIONS 14.1 INTRODUCTION In our daily life we come across various kinds of motions. You have already learnt about some of them, e.g., rectilinear 14.1 Introduction motion and motion of a projectile. Both these motions are 14.2 Periodic and oscillatory non-repetitive. We have also learnt about uniform circular motions motion and orbital motion of planets in the solar system. In 14.3 Simple harmonic motion these cases, the motion is repeated after a certain interval of 14.4 Simple harmonic motion time, that is, it is periodic. In your childhood, you must have and uniform circular enjoyed rocking in a cradle or swinging on a swing. Both motion these motions are repetitive in nature but different from the 14.5 Velocity and acceleration periodic motion of a planet. Here, the object moves to and fro in simple harmonic motion about a mean position. The pendulum of a wall clock executes 14.6 Force law for simple a similar motion. Examples of such periodic to and fro harmonic motion motion abound: a boat tossing up and down in a river, the 14.7 Energy in simple harmonic piston in a steam engine going back and forth, etc. Such a motion motion is termed as oscillatory motion. In this chapter we 14.8 Some systems executing study this motion. simple harmonic motion The study of oscillatory motion is basic to physics; its 14.9 Damped simple harmonic motion concepts are required for the understanding of many physical 14.10 Forced oscillations and phenomena. In musical instruments, like the sitar, the guitar resonance or the violin, we come across vibrating strings that produce pleasing sounds.
    [Show full text]
  • Exact Solution for the Nonlinear Pendulum (Solu¸C˜Aoexata Do Pˆendulon˜Aolinear)
    Revista Brasileira de Ensino de F¶³sica, v. 29, n. 4, p. 645-648, (2007) www.sb¯sica.org.br Notas e Discuss~oes Exact solution for the nonlinear pendulum (Solu»c~aoexata do p^endulon~aolinear) A. Bel¶endez1, C. Pascual, D.I. M¶endez,T. Bel¶endezand C. Neipp Departamento de F¶³sica, Ingenier¶³ade Sistemas y Teor¶³ade la Se~nal,Universidad de Alicante, Alicante, Spain Recebido em 30/7/2007; Aceito em 28/8/2007 This paper deals with the nonlinear oscillation of a simple pendulum and presents not only the exact formula for the period but also the exact expression of the angular displacement as a function of the time, the amplitude of oscillations and the angular frequency for small oscillations. This angular displacement is written in terms of the Jacobi elliptic function sn(u;m) using the following initial conditions: the initial angular displacement is di®erent from zero while the initial angular velocity is zero. The angular displacements are plotted using Mathematica, an available symbolic computer program that allows us to plot easily the function obtained. As we will see, even for amplitudes as high as 0.75¼ (135±) it is possible to use the expression for the angular displacement, but considering the exact expression for the angular frequency ! in terms of the complete elliptic integral of the ¯rst kind. We can conclude that for amplitudes lower than 135o the periodic motion exhibited by a simple pendulum is practically harmonic but its oscillations are not isochronous (the period is a function of the initial amplitude).
    [Show full text]
  • Solving the Harmonic Oscillator Equation
    Solving the Harmonic Oscillator Equation Morgan Root NCSU Department of Math Spring-Mass System Consider a mass attached to a wall by means of a spring. Define y=0 to be the equilibrium position of the block. y(t) will be a measure of the displacement from this equilibrium at a given time. Take dy(0) y(0) = y0 and dt = v0. Basic Physical Laws Newton’s Second Law of motion states tells us that the acceleration of an object due to an applied force is in the direction of the force and inversely proportional to the mass being moved. This can be stated in the familiar form: Fnet = ma In the one dimensional case this can be written as: Fnet = m&y& Relevant Forces Hooke’s Law (k is FH = −ky called Hooke’s constant) Friction is a force that FF = −cy& opposes motion. We assume a friction proportional to velocity. Harmonic Oscillator Assuming there are no other forces acting on the system we have what is known as a Harmonic Oscillator or also known as the Spring-Mass- Dashpot. Fnet = FH + FF or m&y&(t) = −ky(t) − cy&(t) Solving the Simple Harmonic System m&y&(t) + cy&(t) + ky(t) = 0 If there is no friction, c=0, then we have an “Undamped System”, or a Simple Harmonic Oscillator. We will solve this first. m&y&(t) + ky(t) = 0 Simple Harmonic Oscillator k Notice that we can take K = m and look at the system: &y&(t) = −Ky(t) We know at least two functions that will solve this equation.
    [Show full text]
  • Notes on the Critically Damped Harmonic Oscillator Physics 2BL - David Kleinfeld
    Notes on the Critically Damped Harmonic Oscillator Physics 2BL - David Kleinfeld We often have to build an electrical or mechanical device. An understand- ing of physics may help in the design and tuning of such a device. Here, we consider a critically damped spring oscillator as a model design for the shock absorber of a car. We consider a mass, denoted m, that is connected to a spring with spring constant k, so that the restoring force is F =-kx, and which moves in a lossy manner so that the frictional force is F =-bv =-bx˙. Prof. Newton tells us that F = mx¨ = −kx − bx˙ (1) Thus k b x¨ + x + x˙ = 0 (2) m m The two reduced constants are the natural frequency k ω = (3) 0 m and the decay constant b α = (4) m so that we need to consider 2 x¨ + ω0x + αx˙ = 0 (5) The above equation describes simple harmonic motion with loss. It is dis- cussed in lots of text books, but I want to consider a formulation of the solution that is most natural for critical damping. We know that when the damping constant is zero, i.e., α = 0, the solution 2 ofx ¨ + ω0x = 0 is given by: − x(t)=Ae+iω0t + Be iω0t (6) where A and B are constants that are found from the initial conditions, i.e., x(0) andx ˙(0). In a nut shell, the system oscillates forever. 1 We know that when the the natural frequency is zero, i.e., ω0 = 0, the solution ofx ¨ + αx˙ = 0 is given by: x˙(t)=Ae−αt (7) and 1 − e−αt x(t)=A + B (8) α where A and B are constants that are found from the initial conditions.
    [Show full text]