Physics 430: Lecture 12 2-D Oscillators and Damped Oscillations Dale E. Gary NJIT Physics Department.

Slides:



Advertisements
Similar presentations
Chapter 15 Oscillatory Motion.
Advertisements

Ch 7.6: Complex Eigenvalues
Physics for Scientists and Engineers, 6e
Coulomb or Dry Friction Damping.
Lecture 2 Free Vibration of Single Degree of Freedom Systems
MEEG 5113 Modal Analysis Set 3.
Ch 3.8: Mechanical & Electrical Vibrations
Self-Inductance and Circuits
Ch 9.1: The Phase Plane: Linear Systems
When we talk about Simple Harmonic Oscillators, we will describe their motion with two primary characteristics, frequency and Amplitude. Which of these.
Physics 430: Lecture 11 Oscillations
1 Oscillations SHM review –Analogy with simple pendulum SHM using differential equations –Auxiliary Equation Complex solutions Forcing a real solution.
Lecture 4 Ordinary Differential Equations Purpose of lecture: Solve the full 2 nd order homogeneous ODE Solve these 2 nd order inhomogeneous ODEs Introduction.
example: four masses on springs
Kjell Simonsson 1 Vibrations in linear 1-dof systems; III. damped systems (last updated )
Ch 5.5: Euler Equations A relatively simple differential equation that has a regular singular point is the Euler equation, where ,  are constants. Note.
Ch 7.5: Homogeneous Linear Systems with Constant Coefficients
Physics 151: Lecture 30, Pg 1 Physics 151: Lecture 33 Today’s Agenda l Topics çPotential energy and SHM çResonance.
Copyright © Cengage Learning. All rights reserved. 17 Second-Order Differential Equations.
1 Chapter 9 Differential Equations: Classical Methods A differential equation (DE) may be defined as an equation involving one or more derivatives of an.
Lecture 2 Differential equations
Oscillation.
Viscously Damped Free Vibration. Viscous damping force is expressed by the equation where c is a constant of proportionality. Symbolically. it is designated.
Ch 3.9: Forced Vibrations We continue the discussion of the last section, and now consider the presence of a periodic external force:
Fall 2008Physics 231Lecture 10-1 Chapter 30 Inductance.
Lecture 22 Second order system natural response Review Mathematical form of solutions Qualitative interpretation Second order system step response Related.
Complex eigenvalues SECTION 3.4
1 Chapter 8 Ordinary differential equation Mathematical methods in the physical sciences 3rd edition Mary L. Boas Lecture 5 Introduction of ODE.
Damped Oscillations (Serway ) Physics 1D03 - Lecture 35.
© 2005 Pearson Prentice Hall This work is protected by United States copyright laws and is provided solely for the use of instructors in teaching their.
Sect. 6.5: Forced Vibrations & Dissipative Effects
Physics 114: Exam 2 Review Lectures 11-16
Mechanical Vibrations In many mechanical systems: The motion is an oscillation with the position of static equilibrium as the center.
Lecture 2 Differential equations
Ch 9.8: Chaos and Strange Attractors: The Lorenz Equations
Chapter 15 Oscillatory Motion. Intro Periodic Motion- the motion of an object that regularly repeats There is special case of periodic motion in which.
Pendulums and Resonance
Oscillations and Waves Topic 4.1 Kinematics of simple harmonic motion (SHM)
Chapter 7. Free and Forced Response of Single-Degree-of-Freedom Linear Systems 7.1 Introduction Vibration: System oscillates about a certain equilibrium.
Ch ; Lecture 26 – Quantum description of absorption.
Copyright © 2009 Pearson Education, Inc. Chapter 14 Oscillations.
1 Lecture D32 : Damped Free Vibration Spring-Dashpot-Mass System Spring Force k > 0 Dashpot c > 0 Newton’s Second Law (Define) Natural Frequency and Period.
11/11/2015Physics 201, UW-Madison1 Physics 201: Chapter 14 – Oscillations (cont’d)  General Physical Pendulum & Other Applications  Damped Oscillations.
Physics 430: Lecture 25 Coupled Oscillations
SECOND ORDER LINEAR Des WITH CONSTANT COEFFICIENTS.
SECOND-ORDER DIFFERENTIAL EQUATIONS
Lecture 5: Basic Dynamical Systems CS 344R: Robotics Benjamin Kuipers.
MECHATRONICS Lecture 07 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
Physics 321 Hour 11 Simple and Damped Harmonic Oscillators.
PH 421: Oscillations - do not distribute
Boyce/DiPrima 9 th ed, Ch 7.6: Complex Eigenvalues Elementary Differential Equations and Boundary Value Problems, 9 th edition, by William E. Boyce and.
Ch 9.2: Autonomous Systems and Stability In this section we draw together and expand on geometrical ideas introduced in Section 2.5 for certain first order.
Lec 6. Second Order Systems
Lecture 3 Ordinary Differential equations Purpose of lecture: Solve 1 st order ODE by substitution and separation Solve 2 nd order homogeneous ODE Derive.
Periodic Motions.
Math 3120 Differential Equations with Boundary Value Problems
Modeling Transient Response So far our analysis has been purely kinematic: The transient response has been ignored The inertia, damping, and elasticity.
The RLC Circuit AP Physics C Montwood High School R. Casao.
Damped Free Oscillations
Damped Oscillations 1.
Differential Equations MTH 242 Lecture # 16 Dr. Manshoor Ahmed.
Damped harmonic oscillator
K m b Damped SHM “Damping Constant” (kg/s) “Damping Parameter” (s -1 ) “Natural Frequency” (rad/s) EOM: damped oscillator.
System Dynamics Dr. Mohammad Kilani
Lecture 7/8 Analysis in the time domain (II) North China Electric Power University Sun Hairong.
OSCILLATIONS spring pendulum.
Ch 3.9: Forced Vibrations We continue the discussion of the last section, and now consider the presence of a periodic external force:
Boyce/DiPrima 10th ed, Ch 7.6: Complex Eigenvalues Elementary Differential Equations and Boundary Value Problems, 10th edition, by William E. Boyce and.
WEEKS 8-9 Dynamics of Machinery
Physics 319 Classical Mechanics
Presentation transcript:

Physics 430: Lecture 12 2-D Oscillators and Damped Oscillations Dale E. Gary NJIT Physics Department

October 12, Two-Dimensional Oscillators  It is trivial to extend our idea of oscillators to other dimensions. For example, the spring arrangement in the figure at right oscillates in two dimensions.  In general, the springs in the x and y directions could have a different spring constants  Note that these springs may represent binding forces of an atom in a molecule or crystal.  If the spring constants are the same, the oscillator is called isotropic, and there is a single frequency of oscillation  There are two equations of motion, one for each dimension, given by  Although the solutions are the same for x and y, the constants of integration, which depend on the initial conditions, and not the same (in general):

October 12, 2010 Isotropic Oscillator  If we redefine the origin of time to coincide with the time that, say, the x position is at its maximum, this becomes where  is the relative phase  = (  y   x ).  Consider a ball bearing in a bowl. It may oscillate in only one direction, i.e. in the x direction or the y direction. This motion would correspond to the above equations when the constant A y = 0 or A x = 0, respectively.  The ball could go in a straight line at an angle to the x axis, i.e. in both x and y. That would correspond to A x = A y, and  = 0.  The ball could go in a circle about the bottom of the bowl, which would correspond to A x = A y, and  =  /2, in one direction, or  =  /2 in the other direction.  Some other possibilities: x y x y x y   

October 12, 2010 Anisotropic Oscillator  As noted before, in general, the springs in the x and y directions could have a different spring constants (How could we do this in the bowl and marble case?)  In that case, the oscillation frequencies would be different in the two directions and the oscillator is called anisotropic (differs depending on direction). We can easily write down the solution as:  You can play with a java applet to see the “orbits” for this case. Click here

October 12, Damped Oscillations  Recall when we were discussing the drag force, that we characterized it as either being proportional to v, or to v 2. A drag force, or other resistive force in an oscillator leads to the oscillations dying out after awhile, a phenomenon we call damped oscillations.  Let’s investigate a damped oscillator whose damping is proportional to v, or  For a damped spring, for example, our equation of motion becomes  Writing it to emphasize that it is homogeneous: or…  For later convenience, we will substitute where  is called the damping constant. Large  => large damping.  As usual, we will also write spring force resistive force

October 12, 2010 Damped Oscillator Equation  With these substitutions, our damped oscillator equation of motion becomes  This is the starting point for our complete discussion, which will be based on the solutions to this equation in various limits. You may already know how to solve such an equation in the general case.  The solution to such a linear equation is to assume a solution of the form which, when substituted into the equation, gives and after cancelling the common term, we have what is sometimes called the auxiliary equation:  This reduces the solution to that of solving a quadratic in r, which calls for use of the quadratic equation. The two solutions are:  The general solution is found by a linear combination of and, i.e.

October 12, 2010 Undamped and Weakly Damped  To understand the physics captured in the general solution let’s look at some limits.  For no damping at all (  = 0 ), we recover the usual solution for simple harmonic motion:  Now consider the case of weak damping (  <  o ). This case is easiest to visualize if we write where  When the damping is small, we can think of  1 as a small correction to the undamped oscillation frequency  o. The complete solution is  Graphically, this looks like the plot at right.  The oscillation damps with an envelope given by the leading term e  t. Thus, here  acts as a decay parameter. e  t note, oscillation frequency is slightly lower

October 12, 2010 Strong Damping  The general solution has a qualitatively different behavior in the limit of strong damping (  >  o ), sometimes called overdamping. In this case, the radical is purely real, so we may as well leave the solution in its original form  The lack of a complex exponential is a clue that there is no real oscillation involved. In fact, both terms decrease exponentially and the motion looks like:  Decay parameter (slowest decay term) is t x(t)x(t) initial conditions x o = 0, v o  0 t x(t)x(t) initial conditions x o  0, v o = 0 long-term behavior decays as

October 12, 2010 Critical Damping  The last limit we want to discuss is critical damping, when  =  o. In this case, there is a mathematical issue that arises. Now our two solutions become one solution, r 1 = r 2.  Mathematically, we have a problem, since with only one solution, we have only one arbitrary constant, which is not sufficient—it does not give a complete solution.  Fortunately (and in general), when the auxiliary equation gives a repeated root, we can find another solution (as you can easily check)  The general solution is then a linear combination of our two solutions:  The graph of the solution qualitatively looks like the overdamped case, but the decay parameter (  =  o ) is larger (i.e. the decay is faster). In fact, in the critical damping case the decay is faster than in any other case. Obviously, if you want to keep something stable against oscillations you want to arrange for it to be critically damped.

October 12, 2010 A Closer Look at Decay Parameters  The decay parameters that govern the drop in amplitude at long times are:  This dependence can be graphed as below: damping  decay parameter none  = 0 0 under  <  o  critical  =  o  over  >  o  oo decay parameter