ME 482: Mechanical Vibrations (062) Dr. M. Sunar.

Slides:



Advertisements
Similar presentations
Lecture 2 Free Vibration of Single Degree of Freedom Systems
Advertisements

Ch 3.8: Mechanical & Electrical Vibrations
CHAPTER 4: HARMONIC RESPONSE WITH A SINGLE DEGREE OF FREEDOM
Lecture 2 Free Vibration of Single Degree of Freedom Systems
Dr. Adnan Dawood Mohammed (Professor of Mechanical Engineering)
Mechanical Vibrations
Mechanical Vibrations
Vibrations FreeForced UndampedDampedUndampedDamped.
WEEK-3: Free Vibration of SDOF systems
Mechanical and Electrical Vibrations. Applications.
Free Vibrations – concept checklist You should be able to: 1.Understand simple harmonic motion (amplitude, period, frequency, phase) 2.Identify # DOF (and.
Introduction to Structural Dynamics:
The Simple Pendulum An application of Simple Harmonic Motion
Measuring Simple Harmonic Motion
Viscously Damped Free Vibration. Viscous damping force is expressed by the equation where c is a constant of proportionality. Symbolically. it is designated.
Solving the Harmonic Oscillator
TWO DEGREE OF FREEDOM SYSTEM. INTRODUCTION Systems that require two independent coordinates to describe their motion; Two masses in the system X two possible.
S1-1 SECTION 1 REVIEW OF FUNDAMENTALS. S1-2 n This section will introduce the basics of Dynamic Analysis by considering a Single Degree of Freedom (SDOF)
13. Oscillatory Motion. Oscillatory Motion 3 If one displaces a system from a position of stable equilibrium the system will move back and forth, that.
Measuring Simple Harmonic Motion
Mechanical Vibrations
Damped Oscillations (Serway ) Physics 1D03 - Lecture 35.
Chapter 12 Oscillatory Motion.
Chapter 14 Periodic Motion. Hooke’s Law Potential Energy in a Spring See also section 7.3.
Simple Pendulum A simple pendulum also exhibits periodic motion A simple pendulum consists of an object of mass m suspended by a light string or.
Chapter 14 Outline Periodic Motion Oscillations Amplitude, period, frequency Simple harmonic motion Displacement, velocity, and acceleration Energy in.
Pendulums and Resonance
ME 440 Intermediate Vibrations Th, Feb. 10, 2009 Sections 2.6, 2.7 © Dan Negrut, 2009 ME440, UW-Madison.
Chapter 7. Free and Forced Response of Single-Degree-of-Freedom Linear Systems 7.1 Introduction Vibration: System oscillates about a certain equilibrium.
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.
LCR circuit R V0 L I(t)=0 for t<0 V(t) C + trial solution
11/30/2015Damped Oscillations1. 11/30/2015Damped Oscillations2 Let us now find out the solution The equation of motion is (Free) Damped Oscillations.
Modal Theory of Single Degree of Freedom System Dept. of Mechanical Engineering Yungpeng Wang 南臺科技大學 STUST.
Basic structural dynamics I Wind loading and structural response - Lecture 10 Dr. J.D. Holmes.
Physics 321 Hour 11 Simple and Damped Harmonic Oscillators.
Chapter 8 Vibration A. Free vibration  = 0 k m x
Oscillatory motion (chapter twelve)
In The Name of Allah The Most Beneficent The Most Merciful 1.
Chapter 2 Free Vibration of Single Degree of Freedom Systems
What is called vibration Analysis Design
Damped Harmonic Motion  Simple harmonic motion in which the amplitude is steadily decreased due to the action of some non-conservative force(s), i.e.
Main Menu Salas, Hille, Etgen Calculus: One and Several Variables Copyright 2003 © John Wiley & Sons, Inc. All rights reserved. Bernoulli Equations: Homogeneous.
Vibrations of Multi Degree of Freedom Systems A Two Degree of Freedom System: Equation of Motion:
1 Teaching Innovation - Entrepreneurial - Global The Centre for Technology enabled Teaching & Learning M G I, India DTEL DTEL (Department for Technology.
Solution. Spring-mass systems (Federpendel) The Pendulum (das Pendel)
Damped Oscillators Examples.
Physics Vibrations and Waves ....
Mechanical Vibrations
Simple Harmonic Motion
Math 4B Practice Final Problems
Equations of Motion: Kinetic energy: Potential energy: Sin≈
Pendulum.
Part I – Basics (1) Geometric model: - interconnected model elements
Equations of Motion: Kinetic energy: Potential energy: Sin≈
10.4 The Pendulum.
Damped Oscillations 11/29/2018 Damped Oscillations.
WEEKS 8-9 Dynamics of Machinery
ME321 Kinematics and Dynamics of Machines
What is the motion simple pendulum called?
Equations of Motion: Kinetic energy: Potential energy: Sin≈
ME321 Kinematics and Dynamics of Machines
ENGINEERING MECHANICS
INC 112 Basic Circuit Analysis
Unit-Impulse Response
Chapter 18: Elementary Differential Equations
WEEKS 8-9 Dynamics of Machinery
2 DOF – Torsional System and Coordinate Coupling
Force-SDOF.
Principles of Dynamics
Presentation transcript:

ME 482: Mechanical Vibrations (062) Dr. M. Sunar

Vibrations FreeForced UndampedDampedUndampedDamped

Undamped Free Vibrations of Single Degree of Freedom Systems Single Degree of Freedom System: System with one mass or inertia

The system is said to have a single degree-of-freedom, because it has only one mass and the variable x(t) is enough to describe the motion. Equation of Motion: Or, in another form: Example 1: Spring-Mass System

The system is again said to have a single degree-of-freedom, because it has only one inertia (and mass) and the variable  (t) is enough to describe the motion. Equation of Motion: Or, in another form: Example 2: Compound Pendulum  L = Length, m = mass

The system is said to have a single degree-of-freedom, because it has only one moment of inertia and the variable  (t) is enough to describe the motion. Equation of Motion: Or, in another form: Example 3: Shaft and Disk

Equation of Motion: Or, in another form: Damped Free Vibrations of Single Degree of Freedom Systems A Single Degree of Freedom System with Viscous Damping:

We define the following: Natural Frequency = Damping Ratio = Damped Natural Frequency = Damped Period = Solution: Depends on the values of  0<  < 1 : Underdamped  = 1 : Critically Damped  > 1 : Overdamped

We get: Assume the solution as: IC are: 0<  < 1 : Underdamped

We also define, Logarithmic Decrement =  = Natural Log of Ratio of Amplitudes of Successive Cycles

 = For small values of ,  = 2  In general, we have  = Furthermore,  = Or,  =

We get: Assume the solution as: IC are:  = 1 : Critically Damped

We get: Assume the solution as: IC are:  > 1 : Overdamped