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Background Intro Structural Dynamics - ESA 322 Vibration - EMM 342 Dr. Norizham Abdul Razak University Science of Malaysia [email protected] February 22, 2015

ESA322 Lecture 1 Introductory Notes

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ESA322 Lecture 1 Introductory Notes

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  • Background Intro

    Structural Dynamics - ESA 322Vibration - EMM 342

    Dr. Norizham Abdul Razak

    University Science of Malaysia

    [email protected]

    February 22, 2015

  • Background Intro

    Course Information

    This course is divided into two parts

  • Background Intro

    Course Outcomes

    At the end of this course you should be able to:

    1. Determine vibration response for a 1 degree-of-freedom (dof)system. I.e., students should understand the response in termsof the displacement, velocity, and acceleration.

    2. Able to calculate natural frequencies and mode for 2DOFsystem and MDOF.

    3. Able to design a tuned vibration absorber (dynamic vibrationabsorber) system.

  • Background Intro

    Course Assessments

    1. Final exam - 60%I Vibration - Final exam - 30%I Vibration - Final exam questions - 3

    2. Total coursework - 40%I Vibration - Coursework - 20%

    Vibration coursework assesments - 20%

    Assessment type % Value

    Test 1 30.0 6

    Project 30.0 6

    Quizzes 15.0 3

    Assignments 15.0 3

    Attitudes 10.0 2

    Total 100 20

  • Background Intro

    Rules

    Obey

    1. Do your own assignments

    2. Those who skip classes will be barred from the final exam

    3. Do not be late. Doors will be locked after 10 minutes

    4. Turn off/ silence your electronic gadgets (mobilephones/tablets/laptops)

    5. Keep your electronics gadgets in your bag

  • Background Intro

    General Info

    1. Lecture times

    Monday 9:00 to 10:00Wednesday 9:00 to 11:00

    2. Where to find me : Aero building, room number : 236

    3. My email : [email protected]

    4. My extension : 5909

    I will be at my office during these times

    Consultation times

    Monday 2:30 to 4:30Tuesday 10:30 to 12:30Thursday 10:00 to 12:00

  • Background Intro

    Topics that will be covered

    1. Introduction to vibrationi Definition of vibrationii Classification of Vibrationiii Vibration terminologyiv Vibration elementsv Vibration analysis procedure

    2. Single degree of freedom systemi Free undamped vibrationii Free damped vibration (Viscous damping)iii Free undamped force vibrationiv Free damped force vibration

    3. Two degree of freedom system

    4. Dynamic vibration absorber

  • Background Intro

    Schedule

    Week 1 Introductory classIntroduction to Vibration

    Week 2 SDOF Free vibrationSDOF Damped vibration

    Week 3 SDOF Undamped Forced VibrationSDOF Damped Forced Vibration

    Week 4 SDOF Base ExcitationSDOF Rotating Unbalanced Mass

    Week 5 System Identification2DOF Free Vibration

    Week 6 2DOF Forced VibrationDynamic vibration absorber

    Week 7 Test 1

  • Background Intro

    References

    1. Booksi S. S. Rao, Mechanical Vibrations, Pearson/Prentice Hall, 2004ii R. F. Steidel Jr, An Introduction to Mechanical Vibrations, John

    Wiley & Sons. (Latest Edition)iii R. C. Hibbeler, Engineering Mechanics: Dynamics, Prentice

    Hall, (Latest Edition; Chapter 22)iv J. L. Meriam and L. G. Kraige, Engineering Mechanics:

    Dynamics, John Wiley and Sons. Latest Edition.

  • Background Intro

    Motivation

    As engineers, why do we need to learned structural dynamics

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    Lecture1_F16_1.aviMedia File (video/avi)

  • Background Intro

    Motivation

    As engineers, why do we need to learned structural dynamics

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    heli.aviMedia File (video/avi)

  • Background Intro

    Motivation

    There are good and bad vibrations

    Good Vibration

    I Mobilephone

    I Jackhammer

    I Exercise equipments

    I Concrete

    I Vibration shaker

    Bad Vibration

    I Car engine

    I Aircraft structure

    I High precision machine

    I Swaying in building

    I Grass trimmer

  • Background Intro

    Motivation

    As engineers, why do we need to learned structural dynamics

    Vibrations in machines and structures are typically undesirable asthey produce stresses, energy losses and increased bearing loads.They contribute to structural wear and can lead to passengerdiscomfort in vehicles.

  • Background Intro

    Introduction

    What is the definition of vibration:

    I Usually understood as oscillation between an equilibrium pointI Any motion that repeats itself after an interval of time is

    called vibration or oscillationI Can be viewed as the flow between kinetic energy and

    potential energy

  • Background Intro

    Classification of Vibration:

    Vibration can be classified as

    I Free vibration

    I Force vibration

    I Damped vibration

    I Undamped vibration

    I Linear vibration

    I Non-linear vibration

    I Deterministic vibration

    I Random Vibration (undeterministic) vibration

  • Background Intro

    Classification of Vibration: External Force

    Free Vibration

    I Vibrate on its own

    I No external force acts onthe system

    Forced Vibration

    I Subjected to an externalforce

    I Often a repeating type offorce

  • Background Intro

    Classification of Vibration: Damping

    Undamped Vibration

    I If no energy is lost ordissipated

    I Amplitude is maintained

    I Not physical

    Damped Vibration

    I Energy is lost throughresistance

    I E.g. friction

    I Physical

  • Background Intro

    Classification of Vibration: Linearity

    Linear VibrationAll components such as thespring mass and damper behavelinearly.

    Nonlinear VibrationIf one or more components of asystem are not linear then thesystem is nonlinear.

    Example of linear and nonlinear stiffness

    0.5 0.4 0.3 0.2 0.1 0 0.1 0.2 0.3 0.4 0.52.5

    2

    1.5

    1

    0.5

    0

    0.5

    1

    1.5

    2

    2.5

    Angle, rad

    To

    rqu

    e,

    Nm

    Case A Linear pitch

    Case B Nonlinear pitch

    Case C Nonlinear pitch

  • Background Intro

    Classification of Vibration: Input

    Deterministic Vibration

    If the value or magnitude of theexcitation acting on a system isknown at any given time.

    Undeterministic Vibration

    When the value of excitation atany given time cannot bepredicted or known

  • Background Intro

    Vibration Terminology

    Frequency :

    I Cycle per second

    I Unit : Hz or rad/s

    I f = 1T Hz

    I = 2f rad/s

    Amplitude:

    I Distance moved by apoint on a vibratingbody

    I measured from itsequilibrium position

  • Background Intro

    Vibration Terminology

    Degree of freedom:The number of independent co-ordinates required to describe themotion of a system. System with a finite number of degrees offreedom are called discrete or lumped parameter system Thosewith an infinite number of degrees of freedom are calledcontinuous or distributed systems.

  • Background Intro

    Vibration Terminology

    Periodic motion:Defined as any motion that repeats after equal intervals of time

    Periodic Signal

    Aperiodic Signal

  • Background Intro

    Vibration Terminology

    Example of periodic motion

  • Background Intro

    Vibration Elements

    Vibration exist when it has

    I A means of storing potential energy (Spring or elasticity)

    I A means of storing kinetic energy (mass or inertia)

    I A means by which energy is gradually lost (damper)

    The forces acting on the vibrating systems are usually

    I External forces (Mechanical/Aerodynamic/Hydrodynamic)

    I Restoring force (Stiffness)

    I Inertia force (mass /moment of inertia)

    I Damping force (viscous, coulomb or hysteretic)

  • Background Intro

    Example of Vibration Elements

    Periodic Signal

  • Background Intro

    Study Guide

    Given a problem

    I You should know how to draw a free body diagram of aparticle, i.e., a body with 1 DOF. The FBD should be aseparate diagram from the schematic diagram

    I Clearly label the forces on the and body and the coordinate(positive direction) of the body

    I Show the EOM from Newtons Second Law

    I Write the final answer of the EOM in terms of the values ofthe coefficients if m, k, c are given

    I Keep numerical values in 2 significant figures in test/problemsand 3 significant figures in homework problems

    I Draw a box around your final answer

  • Background Intro

    Questions?

  • Background Intro

    Next class will be on Wednesday 9:00 a.m.

    Thank You

    0.0: 0.1: 0.2: 0.3: 0.4: 0.5: anm0: 1.0: 1.1: 1.2: 1.3: 1.4: 1.5: 1.6: 1.7: 1.8: anm1: 2.0: 2.1: 2.2: 2.3: 2.4: 2.5: anm2: