mex305_somevibrationsfomulas_davidnv

5
David, N.V. 1 Damped system: Free vibration Equation of motion (well you should be able to show this): 0 kx x c x m The solution for the 2 nd order ODE above is The natural frequency n is the same as the undamped system, m k n . The damped natural frequency is 2 1 d n . The damping ratio , 2 cr n c c c m where c is the damping coefficient of the dashpot, and the critical damping coefficient , c cr = n m 2 . Under-damped: < 1 (see Figure 2 on p.4) Critically-damped: = 1 Over-damped: > 1 Logarithmic decrement , which is characterizes the continuous reduction of amplitudes in an under- damped system, is 1 2 2 2 ln 1 nd x x x c k m

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  • David, N.V. 1

    Damped system: Free vibration

    Equation of motion (well you should be able to show this):

    0 kxxcxm

    The solution for the 2nd

    order ODE above is

    The natural frequency n is the same as the undamped system,

    m

    kn .

    The damped natural frequency is

    21d n .

    The damping ratio, 2cr n

    c c

    c m

    where c is the damping coefficient of the dashpot, and the critical damping coefficient,

    ccr = nm2 .

    Under-damped: < 1 (see Figure 2 on p.4)

    Critically-damped: = 1

    Over-damped: > 1

    Logarithmic decrement, which is characterizes the

    continuous reduction of amplitudes in an under-

    damped system, is

    1

    22

    2ln

    1n d

    x

    x

    x

    c k

    m

  • David, N.V. 2

    Damped system: Forced vibration with Direct Force

    The forcing function F(t) is harmonic and is applied at

    an excitation frequency of .

    The mass oscillates with a frequency identical to the

    forcing functions frequency.

    There is a phase shift between the mass and the forcing function (see Figure 5 on p.8 and on p.12).

    The amplitude of the mass X peaks near the forcing

    frequency.

    The smaller the damping ratio , the larger the amplitude.

    Characteristic equation (see p.7):

    Solution (see p.7):

    where the amplitude of vibration X is

    0

    2 2 2

    /

    (1 ) (2 )

    F kX

    r r

    (see Figure 6 on p.13 for response curves)

    where n

    r

    , and what happens when r = 1?

    2

    2tan .

    1

    r

    r

    what happens when = 0, no damping?

    F(t) = F0sin(t)

    x

    c k

    m

  • David, N.V. 3

    Damped system: Forced vibration with Imbalance Mass

    Imbalance rotating mass creates inertially-induced forcing function of sinusoidal form:

    0 sin( )F F t

    where F0 = Me

    2, is the centrifugal force.

    The imbalance mass will be situated at an eccentric position e.

    Characteristic equation (see p.21):

    Solution (see p. 22):

    2

    2 2 2

    /

    (1 ) (2 )

    Me kX

    r r

    (see Figure 11 on p.22 for response curves)

    where n

    r

    , and what happens when r = 1?

    What will be the maximum force exerted onto the machine m due to imbalance?

    How about the force transmitted to the ground due to applied force or imbalance mass?

    x

    c k

    m

    M e

    F(t) = F0sin(t)

    ground

  • David, N.V. 4

    Damped system: Forced transmissibility (Direct and Imbalance)

    The force applied or induced by rotating

    imbalance will be transmitted to the

    foundation (ground) where the machine is

    installed.

    The force transmitted (Ft) to the foundation is

    the sum of the spring force and the damping

    force.

    Force transmissibility, TR is defined as

    0

    tFTRF

    .

    In any of the two cases of loading (direct or induced), TR is given as

    2

    2 2 2

    1 (2 )

    (1 ) (2 )

    rTR

    r r

    . .(see Figure 13 on p.28 for response curves)

    ground

    F(t) = F0sin(t)

    x

    c k

    m

    M e

    Ft

  • David, N.V. 5

    Damped system: Forced vibration via Base Excitation

    This is a case where force is NOT directly applied

    to the mass.

    Excitation is applied to the mass at the base via the

    latters motion s defined as

    ( ) sins t S t .

    where S is the amplitude of base motion.

    A new variable that relates x and s, called relative

    displacement is introduced as z where

    z = x s.

    Equation of motion (see p.33)

    Solution (see p. 34):

    2

    2 2 2(1 ) (2 )

    Srz

    r r

    what happens when r = 1?

    and

    2

    2tan .

    1

    r

    r

    (same as for the case of direct force)

    The mass motion amplitude can be determined from 2

    2 2 2

    1 (2 ).

    (1 ) (2 )

    rX

    S r r

    Force transmitted to the base in base vibration is

    22

    2 2 2

    1 (2 ).

    (1 ) (2 )

    t rFTR rkS r r

    s

    base

    x

    c k

    m