%2bcycxtzuyg10vneoarewgutojm%2b89tcsir5tqekxawa%3d

5
 1 Lecture 9- Forced Vibration with Damping MEEM 3700 1 MEEM 3700 MEEM 3700 Mechanical Vibrations Mechanical Vibrations Mohan D. Rao Chuck Van Karsen Mechanical Engineering-Engineering Mechanics Michigan Technological University Copyright 2003 Lecture 9- Forced Vibration with Damping MEEM 3700 2 Single Degree of Freedom Forc ed Vibration m m k C X F(t) m x Free Body Diagram mg k δ F(t) x c & kx x x x ( ) m c k F t  + + = & & &

Upload: priyanka-cholleti

Post on 05-Nov-2015

213 views

Category:

Documents


0 download

TRANSCRIPT

  • 1Lecture 9- Forced Vibration with Damping

    MEEM 3700 1

    MEEM 3700MEEM 3700Mechanical VibrationsMechanical Vibrations

    Mohan D. Rao Chuck Van Karsen

    Mechanical Engineering-Engineering MechanicsMichigan Technological University

    Copyright 2003

    Lecture 9- Forced Vibration with Damping

    MEEM 3700 2

    Single Degree of Freedom Forced Vibration

    mm

    k C

    X

    F(t)

    mx

    Free Body Diagram

    mg

    k F(t)

    xc& kx

    x x x ( )m c k F t+ + =&& &

  • 2Lecture 9- Forced Vibration with Damping

    MEEM 3700 3

    mm

    kk CC

    XX

    F(t)F(t)

    If If

  • 3Lecture 9- Forced Vibration with Damping

    MEEM 3700 5

    SolveSolve (1) (1) and and (2) (2) simultaneously,simultaneously,

    [ ]

    =

    +=

    21

    50222

    mKCtan

    )C()mk(FX .

    o

    ( )x( ) cos( ) sin( ) cos( )nt d dt e A t B t X t = + +

    + = + =

    ( )X cos( ) sin( )

    ( )X cos( ) ( )X sin( )

    K m C X F

    C K mo

    2

    2 0(1)(1)(2)(2)

    Lecture 9- Forced Vibration with Damping

    MEEM 3700 6

    0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1-0.8

    -0.6

    -0.4

    -0.2

    0

    0.2

    0.4

    0.6

    0.8

    1

    0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1-1

    -0.5

    0

    0.5

    1

    1.5

  • 4Lecture 9- Forced Vibration with Damping

    MEEM 3700 7

    0.52 2 2

    12

    ( ) ( )

    tan

    oFXk m C

    Ck m

    = +

    =

    kmc

    mk :Recall n 2==

    Lecture 9- Forced Vibration with Damping

    MEEM 3700 8

    2 22

    Xk 1

    1 2o

    n n

    F

    = +

    t a n

    =

    2

    12

    n

    n

  • 5Lecture 9- Forced Vibration with Damping

    MEEM 3700 9

    Magnification Factor vs. Frequency Ratio

    Frequency Ratio (/n)

    Mag

    nifi

    catio

    n Fa

    ctor

    (XK

    /Fo) XK

    Fo

    n n

    =

    +

    1

    1 22 2 2

    ..15

    ..05

    .2

    .3

    .4

    .5

    .6

    .81.0

    5.0

    Lecture 9- Forced Vibration with Damping

    MEEM 3700 10

    Frequency Ratio (/n)

    Phase Angle vs. Frequency Ratio

    Phas

    e A

    ngle

    ()

    /2

    tan

    =

    2

    12

    n

    n

    .05.05

    .15

    5.01.0

    .2 ..3.4 .5 .6 .8

    ta n

    =

    2

    12

    n

    n