mex305_somevibrationsfomulas_davidnv
DESCRIPTION
formulaTRANSCRIPT
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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
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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
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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
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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
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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