x(t)=acos(ωt+φ) d x 2 Review: Harmonic Oscillation Physics 201, Lecture 28 Today s Topics Practical Technique: Recognize Phase Constant (Method I)

Similar documents
Physics 201, Lecture 28

Week 1 Lecture 2 Problems 2, 5. What if something oscillates with no obvious spring? What is ω? (problem set problem)

Wall. x(t) f(t) x(t = 0) = x 0, t=0. which describes the motion of the mass in absence of any external forcing.

Wave Motion Sections 1,2,4,5, I. Outlook II. What is wave? III.Kinematics & Examples IV. Equation of motion Wave equations V.

Chapter 15 Oscillatory Motion I

Module 3: The Damped Oscillator-II Lecture 3: The Damped Oscillator-II

Structural Dynamics and Earthquake Engineering

Program: RFEM 5, RSTAB 8, RF-DYNAM Pro, DYNAM Pro. Category: Isotropic Linear Elasticity, Dynamics, Member

Chapter 14. PowerPoint Lectures for University Physics, Thirteenth Edition Hugh D. Young and Roger A. Freedman. Lectures by Wayne Anderson

Chapter Q1. We need to understand Classical wave first. 3/28/2004 H133 Spring

Some Basic Information about M-S-D Systems

Physics 235 Chapter 2. Chapter 2 Newtonian Mechanics Single Particle

Viscous Damping Summary Sheet No Damping Case: Damped behaviour depends on the relative size of ω o and b/2m 3 Cases: 1.

8.022 (E&M) Lecture 16

Oscillatory Motion SHM

Physics 201, Lecture 27

In a shop window an illuminated spot on a display oscillates between positions W and Z with simple harmonic motion.

Oscillations. Periodic Motion. Sinusoidal Motion. PHY oscillations - J. Hedberg

Thus the force is proportional but opposite to the displacement away from equilibrium.

Physics 1402: Lecture 22 Today s Agenda

Chapter 13: Oscillatory Motions

Section 3.8, Mechanical and Electrical Vibrations

where the coordinate X (t) describes the system motion. X has its origin at the system static equilibrium position (SEP).

Kinematics Vocabulary. Kinematics and One Dimensional Motion. Position. Coordinate System in One Dimension. Kinema means movement 8.

MEI Mechanics 1 General motion. Section 1: Using calculus

Two Coupled Oscillators / Normal Modes

11/17/10. Chapter 14. Oscillations. Chapter 14. Oscillations Topics: Simple Harmonic Motion. Simple Harmonic Motion

ψ ( t) = c n ( t) t n ( )ψ( ) t ku t,t 0 ψ I V kn

Lecture 23 Damped Motion

Single and Double Pendulum Models

Oscillations. Simple Harmonic Motion (SHM) Position, Velocity, Acceleration SHM Forces SHM Energy Period of oscillation Damping and Resonance

Displacement ( x) x x x

Mass on a Spring C2: Simple Harmonic Motion. Simple Harmonic Motion. Announcements Week 12D1

Chapter 14. PowerPoint Lectures for University Physics, Thirteenth Edition Hugh D. Young and Roger A. Freedman. Lectures by Wayne Anderson

Physics 141, Lecture 7. Outline. Course Information. Course information: Homework set # 3 Exam # 1. Quiz. Continuation of the discussion of Chapter 4.

A. Using Newton s second law in one dimension, F net. , write down the differential equation that governs the motion of the block.

Chapter 14. Oscillations. Oscillations Introductory Terminology Simple Harmonic Motion:

Math 2214 Sol Test 2B Spring 2015

Chapter 2. Motion in One-Dimension I

4.5 Constant Acceleration

Traveling Waves. Chapter Introduction

Proposal of atomic clock in motion: Time in moving clock

Integration of the equation of motion with respect to time rather than displacement leads to the equations of impulse and momentum.

LINEAR MODELS: INITIAL-VALUE PROBLEMS

Motion along a Straight Line

AC Circuits AC Circuit with only R AC circuit with only L AC circuit with only C AC circuit with LRC phasors Resonance Transformers

MEI STRUCTURED MATHEMATICS 4758

Math Wednesday March 3, , 4.3: First order systems of Differential Equations Why you should expect existence and uniqueness for the IVP

Theory of! Partial Differential Equations!

Non-uniform circular motion *

ME 391 Mechanical Engineering Analysis

x i v x t a dx dt t x

Electrical Circuits. 1. Circuit Laws. Tools Used in Lab 13 Series Circuits Damped Vibrations: Energy Van der Pol Circuit

dt = C exp (3 ln t 4 ). t 4 W = C exp ( ln(4 t) 3) = C(4 t) 3.

ψ ( t) = c n ( t ) n

Theory of! Partial Differential Equations-I!

本教材僅供教學使用, 勿做其他用途, 以維護智慧財產權

Chapters 6 & 7: Trigonometric Functions of Angles and Real Numbers. Divide both Sides by 180

CHAPTER 12 OSCILLATORY MOTION

Chapter 14 Periodic Motion

MTH Feburary 2012 Final term PAPER SOLVED TODAY s Paper

DEVIL PHYSICS THE BADDEST CLASS ON CAMPUS IB PHYSICS

Physics Equation List :Form 4 Introduction to Physics

Ordinary Differential Equations

1. VELOCITY AND ACCELERATION

In this chapter the model of free motion under gravity is extended to objects projected at an angle. When you have completed it, you should

Chapter 10 INDUCTANCE Recommended Problems:

Chapter 2. Motion along a straight line

Chapter 7 Hooke s Force law and Simple Harmonic Oscillations

Module 2 F c i k c s la l w a s o s f dif di fusi s o i n

The motions of the celt on a horizontal plane with viscous friction

Dynamic Analysis of Damped Driven Pendulum using Laplace Transform Method

LAST TIME: Simple Pendulum:

Equations of motion for constant acceleration

The Contradiction within Equations of Motion with Constant Acceleration

a) period will increase b) period will not change c) period will decrease

Chapter 14: Periodic motion

Differential Equations

Basic Circuit Elements Professor J R Lucas November 2001

ENGI 9420 Engineering Analysis Assignment 2 Solutions

Chapter 13 Lecture. Essential University Physics Richard Wolfson 2 nd Edition. Oscillatory Motion Pearson Education, Inc.

HOMEWORK ANSWERS. Lesson 4.1: Simple Harmonic Motion

Velocity is a relative quantity

PreClass Notes: Chapter 13, Sections

SHM SHM. T is the period or time it takes to complete 1 cycle. T = = 2π. f is the frequency or the number of cycles completed per unit time.

Elementary Differential Equations and Boundary Value Problems

This exam is formed of four exercises in four pages. The use of non-programmable calculator is allowed.

8. Basic RL and RC Circuits

THE MYSTERY OF STOCHASTIC MECHANICS. Edward Nelson Department of Mathematics Princeton University

STUDY ON A METHOD TO IDENTIFY EXTERNAL FORCES AND DAMPING PARAMETERS OF STRUCTURE FROM RANDOM RESPONSE VALUES

Outline of Topics. Analysis of ODE models with MATLAB. What will we learn from this lecture. Aim of analysis: Why such analysis matters?

IB Physics Kinematics Worksheet

CHEAPEST PMT ONLINE TEST SERIES AIIMS/NEET TOPPER PREPARE QUESTIONS

ECE 2100 Circuit Analysis

Today in Physics 218: radiation reaction

Thursday March 30 Topics for this Lecture: Simple Harmonic Motion Kinetic & Potential Energy Pendulum systems Resonances & Damping.

Welcome Back to Physics 215!

2.1: What is physics? Ch02: Motion along a straight line. 2.2: Motion. 2.3: Position, Displacement, Distance

ψ(t) = V x (0)V x (t)

COS 2AB Physics Year 11 Programme 2012

Transcription:

Physics 01, Lecure 8 Today s Topics n Oscillaions (Ch 15) n More Simple Harmonic Oscillaion n Review: Mahemaical Represenaion n Eamples: Simple Pendulum, Physical pendulum n Damped Oscillaion n Driven Oscillaion, Resonance Review: Harmonic Oscillaion q Moion descried y epression ()=Acos(ω+φ) is called (simple) harmonic oscillaion A: ampliude ()=Acos(ω+φ) φ: phase consan ω: angular frequency graphically T= 1/f = π/ω (0)=Acos(φ) Harmonic Oscillaion: Summary Of Properies q Harmonic Oscillaion Eq: d = ω d q Soluion : =Acos(ω+φ 0 ) q Ampliude A: se y iniial condiion q Phase φ 0 : se y iniial condiion q ω (or f = ω/π or T= 1/f = π/ω ): deermined y inrinsic and geomeric feaures Inrinsic frequency. q Toal mechanic Energy: E= ½ ma ω T= 1/f = π/ω (0)=Acos(φ 0 ) Pracical Technique: Recognize Phase Consan (Mehod I) q An oscillaion is descried y =Acos(ω+φ). Find ou φ for each of he following figures: π/ π 3π/ π Answer φ= 0 Use (0)/A=cos(φ)=1 φ= π/ Use (0)/A=cos(φ)=0 u π/ or 3/π? φ= π Use (0)/A=cos(φ)=-1 1

Pracical Technique: Recognize Phase Consan q An oscillaion is descried y =Acos(ω+φ). Find ou φ for each of he following figures: Answer Quiz/Eercise: Deermine φ Angle q A simple harmonic moion in he form ()=Acos(w+φ) is shown in graph elow. Esimae he φ angle from he graph. π/ π 3π/ π φ= 0 (or π, -π..) φ= π/ (or 5π/, or -3π/ ) 0. π, 0.8 π, 1.8 π, -0. π, -0.8 π φ= π (or ) SHM and Uniform Circular Moion q SHM: =Acos(ω+φ 0 ) q Uniform circular moion wih angular velociy ω and radius A: θ = ω + φ 0 = Acos(θ) = A cos(ω+φ 0 ) y = Asin(θ) = A sin(ω+φ 0 ) SHM and UCM Comparison SHM UCM Angular Frequency ω Angular Velociy ω Period T = π/ω Period T = π/ω Frequency f=1/t Frequency f=1/t Ampliude A Radius A iniial phase angle (a=0) φ 0 iniial angle (a =0) φ 0 Displacemen in : =Acos(ω+φ 0 ) Displacemen in : =Acos(ω+φ 0 ) Ø So he SHM can e mahemaically modeled y a projecion of uniform circular moion.

Spring-Block Oscillaor q A lock aached on an ideal spring forms a simple harmonic oscillaor Spring-Block Oscillaor: Energy Consideraion Ø Hooke s Law: F = -k E= ½ ma ω Newon s nd Law: ma=md /d = F = -k è d /d = -k/m Compare o Harmonic equaion: d = ω d à ω = sqr(k/m) A and φ se y iniial condiion Simple Pendulum Anoher Eample: Torsional Pendulum q A pendulum swinging near equilirium also forms a harmonic oscillaor: Why? Ø Tangenial direcion F=-mgsinθ à md s/d =- mgsinθ s=lθ small angle: sinθ θ è Harmonic Eq: d θ/d = - g/l θ = -ω θ à ω = sqr(g/l) (Ampliude and phase se y iniial condiion.) T S q A orsional pendulum forms a harmonic oscillaor oo: Why? Ø Torque τ=-κ θ à τ=αι = Ι d θ/d è Harmonic Eq: d θ/d = - κ/ιθ = -ω θ à ω = sqr(κ/ι) à Ampliude and phase se y iniial condiion. 3

One More Eample: Physical Pendulum q A phyusical pendulum forms a harmonic oscillaor oo: Why? Ø Torque τ=-mgd sinθ à τ=αι = Ι d θ/d è Harmonic Eq: d θ/d = - (mgd/ι)θ = -ω θ à ω = sqr(mgd/ι) à Ampliude and phase se y iniial condiion. Damped Oscillaion q If in addiion o harmonic force (-k), a rearding (resisive) force (-v ) also presens, he oscillaion equaion hen ecomes: Ø The soluion is: where: d d m = k d d = Ae k m m cos( ω + φ) m ω = ( ) = ω0 ( ) m : damping consan deails of formulism no required for his course Demo: Damped Oscillaion q Rearding force F R = -v = - d/d Effecs of Damping q Soluion of damped oscillaion: = Ae k m m cos( ω + φ) m ω = ( ) = ω0 ( ) m = Ae m cos( ω + φ) Ø Lower frequency Ø Reducing ampliude Ø Mechanic energy losing o damping force. ω = ω ( m 0 ) a:underdamping :criical damping c:overdamping small General 4

Forced (driven) Oscillaion Resonance Ampliude q If in addiion here is a driving force wih is own frequency ω: F 0 cos(ω), he equaion ecomes: d d m = k + F0 cos( ω) d d Ø This equaion can e solved analyically. A large, he soluion is: F0 / m A = = Acos( ω + φ) wih ( ω ω0 ) + ( ) m A = F0 / m ( ω ω0 ) + ( ) m Ø A large, he frequency is deermined y driving ω Ø When ω=ω 0, ampliude is maimum resonance See demo Angers Bridge, Angers, France 1850 Resonance: Tacoma Narrows Bridge (Nov 7, 1940) 5

0 49 01 Ligh and Opics Elecro-Magneism Thermodynamics Hea, Temperaure, Pressure, Enropy,.. Oscillaion and Waves Classical Mechanics Laws of moion Force, Energy, Momenum, Physics 01 and 0 Cosmology Su-Su-Aomic: Elemenary Paricles Su-Aomic: Nuclear Physics Many-Aoms: Molecules, solids Aomic Srucure Quanum Theory Relaiviy Special Review Lecure: Thursday Decemer 14 h 9:55-10:45am : Chapers since miderm 3 (Noe he special dae which is afer he las class day) Super Friday: Decemer 15 h. 10am-5pm in he la room. Classical Modern 6