Rtiwari Rd Book 09
Transcript of Rtiwari Rd Book 09
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Dr R Tiwari, Associate Professor, Dept. of Mechanical Engg., IIT Guwahati, ([email protected])
CHAPTER 9
DYNAMIC BALANCING OF ROTORS
The unbalance in rotors will not only cause rotor vibrations, but also transmit rotating forces to the
bearings and to the foundation structure. The force thus transmitted may cause damage to the machine
parts and its foundation. If the transmitted force is large enough, it might affect even the neighbouring
machines and structures. Thus, it is necessary to remove the unbalance of a rotor, to as large an extend
as possible, for its smooth running. The residual unbalance estimation in rotor-bearing system is an
age-old problem. From the state of the art of the unbalance estimation, the unbalance can be obtained
with fairly good accuracy [9.1-9.5]. Now the trend in the unbalance estimation is to reduce the
number of test runs required, especially for the application of large turbogenerators where the
downtime is very expensive [9.6, 9.7].
Static balancing: Singe plane balancing (refer undergraduate dynamics of machinery course)
Dynamic balancing:
o Two plane balancing: For rigid rotors only )( cr< .
o Flexible rotor balancing: If the shaft deflects, and the deflection changes with speed,
as it does in the vicinity of critical speeds )( cr> .
9.1 Balancing of Rigid Rotor
9.1.1 Cradle balancing machine:The rotor is placed in the bearings of a cradle as shown in Fig. 9.1.
Figure 9.1 Craddle balancing machine
The cradle is placed on two springs and can be fulcrum aboutF1orF2to form a simple vibrating
system. Two fulcrum can be located at two chosen balance planes (i.e. I and II), where the
correction mass to be added. The rotor can be driven by a motor through a belt pulley
F F
I II
F1 F2+ +
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arrangement. If the spring system is such that the natural frequency of the system is in the range
of motor speed, the phase angle or the location of the mass in either plane can be determined as
follows. Fulcrum the cradle in planeI, by fixingF1and releasingF2. Run the rotor to resonance,
observing the maximum amplitude to the right of fulcrum F2. This vibration is due to all the
unbalance in planeII, since the unbalance in planeIhas no moment aboutF1. Use a trial mass at a
chosen location and determine the amplitude of vibration.
Figure 9.2 Plot of vibration amplitudes versus trial mass locations
Make a plot of this amplitude for different location of the same trial mass (see Fig. 9.2). The trial
mass for correction is added at the location where the amplitude of vibration is minimum. Increase or
decrease the trial mass at the same locations, until the desired level of balance is achived. Similar
procedure can be repeated bey FixingF2and releasingF1. This procedure is tedious and sometimes
may be time consuming. A procedure to determine the correction mass and location can be laid downas follows, based on four observations of amplitude : (i) without any addition to the rotor (ii) with a
trial mass at = 00(iii) with a trial mass at 1800and (iv) with same trial mass at = 900, where is
measured from a conveniently chosen location. This procedure has to be repeated for two cases (e.g.
when fulcruming atF1and then forF2). Let OA is the amplitude measured with trial run (1), OB is the
amplitude measured in trial run (2) by addition of a trial mass Wtat 00(arbitrary chosen location on
rotor). Hence the vector AB will represent the effect of trial mass Wt. (At this stage we do not know
the location of vector OA on the rotor). OC is the vibration measured in trial run (3), with the trial
mass at 1800. So we will have AB = AC with 180
0phase difference between them (Hence AC vector
is also the effect of trial mass Wtso the magnitudes AB = AC and phase will be 1800). However we
know only OA, OB & OC from test run (1), (2) & (3) respectively & conditions AB = AC with 1800
phase. From these information we have to construct or locate points O, A, B & C on a plane.
Minimumam litude
Amplitudeof
vibration
Trial mass location
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Construction procedure
Figure 9.3 A construction procedure for finding the unbalance vector
Erect a line OAD equal to 2OA. With O a center and OB & OC as radii and D as center and OC &OB as radii draw arcs to intersect at B & C. Draw a circle with BC as diameter and A as center.
Construct the parallelogram OBDC (point B and C we will be obtained by above construction). Now
AB represent 00 position (i.e. reference line) and AC 1800 position on the rotor (AO is actual
unbalance). The angular measurement may be clockwise or CCW and is determined from the fourth
observation. The observation could be either OE or OE (+900 or 900). If the value observed is in the
vicinity of OE, then the angle to be measured CCW. However it will be CW if OE is the reading
observed in test (the fourth run also checks the validity of the linearity used in the balancing
procedure). The magnitude of trial mass Wtis proportional to AB. The unbalance OA can be obtained
accordingly in mass term. The location of unbalance is OAB and the direction from figure (i.e. CW
or CCW). The test is repeated by making the cradlepivoted at FIIand measurements made in plane I.
This procedure is very time consuming and also restricts the mass and size of the rotor. Modern
balancing machines use amplitude and phase measurement in two planes for balancing a rotor. The
machines are either soft support or hard support machines.
D
B
O
E
C
E
~900
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Figure 9.4 Procedure of obtaining the sense of the unbalance mass angular position
Example 9.1 In the balancing process we make the following observations: (i) ao = amplitude of
vibration of the unbalanced rotor as is (ii) a1= amplitude with an additional one-unit correction at
the location 0 deg and (iii) a2= same as a1but now at 180 deg.
The ideal rotor, unbalanced only with a unit unbalance (and thus not containing the residual
unbalance), will have certain amplitude, which we cannot measure. Call that amplitude x. Let the
unknown location of the original unbalance be . Solvexand in terms of 0 1,a a and 2a showthat in
this answer there is an ambiguity sign. Thus four runs are necessary to solve the problem completely.
Answer:Measurements are
(i) =0a amplitude of vibration with residual unbalance RU
(ii) =1a amplitude with unit trial mass at an angle of00
(iii) =2a amplitude with unit trial mass at an angle of0180
(iv)x= amplitude with 1 at an angle of00 and without residual imbalance (i.e. 0RU = )
0aOA= , 1aAB= and 2aAC=
00 900E
BO
Location of fourthmeasurement for trial mass
at 900(ccw dir. +ve)
900
00
2700
1800
+ve
Unbalance position at shaft
location, (ccw direction +ve)
A
Location of fourthmeasurement for trial
mass at 900(cw dir. +ve)
900
00
2700
1800
+ve
Unbalance positionat shaft location
(ccw dir. +ve)
0
2700
E
B
OLocation of fourthmeasurement for trial mass
at 2700(ccw dir. +ve)
90
00
270
1800
+ve
Unbalance position at shaft
location, (ccw direction +ve)
A
Location of fourthmeasurement for trial
mass at 2700(cw dir.
+ve)
90
00
270
1800
+ve
Unbalance positionat shaft location
(ccw dir. +ve)
E900
00B O
270
EB
O0
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Figure 9.5 shows variation parameters involved in the present problem. From OAB , we have
2 2 2
0 1
0
cos2
a OB a
a OB
+ = (A)
and
( )2 2 2
0 2
0
cos2
a OC a
a OC
+ = (B)
Since COBO = , we have
2 2 2
0 2
0
cos2
a OB a
a OB
+ = (C)
On equating equations (A) and (C), we get
2 2 2 2 2 2
0 0 2 0 12 cos ( ) ( )a OB a OB a a OB a= + = +
which gives
)(22 222
1
22
0 aaBOa ++ (D)
xBO = , since BO (or CO ) are effect of trial mass of unit magnitude. Hence equation (D) gives
2
0
2
2
2
1
2 2/)( aaax += or 1 2 2 21 2 02 ( )x a a a= + (E)
B
C
0a 2a
1a
0
D
Figure 7.5 Geometrical constructions fordetermination of unbalance
Reference
line
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Equations (A) and (C) gives (noting that xBOCO == ),
2
1
2
00
2 cos2 aaxax += (F)
and
2
2
2
00
2 cos2 aaxax += (G)
On equating equations (F) and (G), we get
xaaa 02
2
2
1 2/)(cos += (H)
Equation (E) gives the magnitude of the unbalance and equation (H) gives the magnitude of the phase
angle, the direction or sense of the phase cannot be obtained from only above measurements.
Example 9.2.A short rotor or flywheel has to be balanced. Observations of the vibration at one of the
bearings are made in four runs as follows:
Run 1; rotor as is amplitude 6.0 mRun 2; with 5gm. at 0 deg. amplitude 5.0 mRun 3; with 5 gm. at 180 deg. amplitude 10.0 mRun 4; with 5gm. at 90 deg. amplitude 10.5 m
Find the weight and location of the correction. Take the trial and balancing masses at the same radius.
Answer:
O
A
D
B
C
OA = AD = 6 cmDB =10 cmOB = 5 cmOE = 10.5 cmAB = 6.3 cmImbalance position = angle BAO = 71 deg. CCW
71
E
Refere
nceline
Figure 9.6 Geometrical constructions
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Figure 9.6 shows the geometrical construction of the present problem with lengths of various arcs.
From this the net effect of the imbalance is given as
AB = 6.3 cm 5 gm
Hence, the residual imbalance is given as
OA = AD = 6 cm 4.762 gm
AB is the reference line. The fourth observation is intersecting at E, hence angle to be measured in the
CW direction (i.e. BAE ). Hence, the unbalance position is given as BA0 = 710CCW direction.
The unbalance magnitude and phase can be also obtained from equations (E) and (H), we have
1 2 2 2
1 2 02( )x a a a= + = ? kg
and
xaaa 02
2
2
1 2/)(cos += = ? degree
Exercise 9.1 A rotor is being balanced in the cradle-balancing machine by pivoting rotor about a
fulcrum (e.g. F1). The following amplitudes of vibrations are observed at the critical speed: (i) 14 m
for the rotor without additional weights, (ii) 10 m with 5 gm placed in location 0 deg, (iii) 22 m
with 5 gm placed in location 90 deg and (iv) 22 m with 5 gm placed in location 180 deg. Find the
amount and angular location of the necessary correction mass.
Exercise 9.2A rotor is being balanced in the cradle-balancing machine by pivoting rotor about a
fulcrum (e.g. F1). The following amplitudes of vibrations are observed at the critical speed:
1. 14 m for the rotor without additional weights
2. 10 m with 5 gm placed in location 0 deg.
3. 22 m with 5 gm placed in location 90 deg
4. 22 m with 5 gm placed in location 180 deg
Find the amount and angular location of the necessary correction mass.
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9.1.2The Influence Coefficient Method
Definition of Influence coefficients: Figure 9.7(a) shows that when a forceF1is applied at station 1
and due to this force the beam deflections at stations 1 and 2 are given as
y11= displacement at station 1 due to forceF1at station 1 = 111F
and
y21= displacement at station 2 due to forceF1at station1 = 121F
where is the influence coefficient and its first subscript represents the displacement station and
second represents the force station. Similarly for Figure 9.7(b), we have
y12= 212F and y22= 222F
(i) Only forceF1 (ii) Only forceF2
(iii) When bothF1andF2are present
Figure 9.7 Definition of influence coefficients
In Figure 9.7(c), we have
1 12 12 11 1 12 2
2 21 22 21 1 22 2
y y y F F
y y y F F
= + = +
= + = +
1 11 12 1
2 21 22 2
y F
F
=
Influence coefficients can be obtained by experimentation or by strength of formulae i.e.
11 2111 21
1 1
,y
F F = = etc.
1F1
11 22
2 1F2
1222
2
F2
1 2
F1
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In soft support machines, the resonant frequency of the rotor support system is low and the rotor runs
at a speed above the resonance of the support system. Vibratory amplitudes are measured, which are
then converetd to forces. In hard support system, the support natural frequency is very high and they
measure the rotor unbalance forces directly, independent of rotor mass and configuration. The
balancing procedure is based on influence coefficient measurement. We choose two convenient planes
L and R for trial mass and two measurement planes a and b (can be chosen as bearing locations) as
shown in Figure 9.7. Let L1 and R1 be the initial readings of vibration levels (displacement, velocity
or acceleration) measured with phase angle 1 and 1 respectively.
The phase angles are measured with the same reference during the test and their relative locations
with respect to rotor is initially known. In the second run, place a trial mass TR at a convenient
location in plane R and let the observations be L2and R2 with phase 2 and 2 respectively in the a
& b planes. The difference between R2and R1 will be the effect of trial mass in right plane R on the
measurement made in plane b. We can denote this as an influence coefficient bR .
RbR TRR
/)( 12= (9.1)
where "" represent vector since displacement has magnitude and phase information. Similarly
R
a bL1
1
L1L2
2
R1
1
R1
R2
2
aR
bRTrial mass TR
Trial mass TL
L1
aL
L3
3
bL
R1R3
3
Figure 7.7 Bearing measurements and influence
coefficients for a rigid rotor
L
No trial mass
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RaR TLL
/)( 12= (9.2)
We remove the trial mass from plane R and place LT
in plane L and repeat the test to obtain the
measured values
LbL TRR
/)( 13= and LaL TLL
/)( 13= (9.3, 9.4)
With the help of equations (9.1) to (9.4), we can obtain influence coefficient experimentally. Let the
correct balance masses be RW
and LW
. Since the original unbalance response is R1 and L1 as
measured in right and left planes, we can write
1 1 andR bR L bL R aR L aLR W W L W W = + = +
(9.5)
Correction masses will produce vibration equal and opposite to the vibration due to unbalance masses.
Hence,
=
L
R
aLaR
bLbR
W
W
L
R
1
1 (9.6)
These can be calculated either by a graphical method or analytical method of vectors (complex
algebra) i.e.
=
ac
bd
dc
ba 11
)(where cbad=
which gives
bLaRaLbR
aLbLR
RLW
..
.. 11
= and
bLaRaLbR
bRaRL
LRW
..
.. 11
= (9.7)
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Signal from station a shaft
Spike due tonotch in the
shaft surface
reference signal
Phase lag = 0 with respect to the
notch
T t1
t2
Phase lead =T
t12 radians and
Phase lag =Tt22 radians
Figure 9.8 Experimental set-up for the influence coefficient method of balancing
Figure 9.9 A procedure of experimental phase measurement with the help of oscilloscope
Charge
AmplifierVibration
meterPhase
meter
Accelerometer
Measurement
Plane a
Measurement
Plane b
Phase mark
on shaftL R
Photo electricProbe
Accelerometer(or proximity
probes on theshaft near to the
bearing)
Oscilloscope
Hardware or virtual instrumentationPhoto sensitive
mark
Photo electric probe
Maximum
displacement
location
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Example 9.3 A rigid rotor machine is exhibiting vibration problems caused by imbalance. The
machine is symmetric about its center-line. A trial balance mass of 0.3 kg is sited at end 1 at an angle
of 300relative to some reference position; this causes changes in vibration vectors of 50 m at 610at
end 1 and 42 m at 1300 at end 2. Determine the influence coefficients for use in balancing the
machine, and calculate the balance mass required at each end of the machine if the measuredimbalance vibrations are 30 m at 2300at end 1 and 70 m at 3300at end 2.
Solution:Given data are
Trial mass in plane 1:1
00.3 kg at 30 phaseRT = , which can be written as
( )1
0.3(cos 30 j sin 30) 0.2598 j 0.15RT = + = + kg
Displacement in plane 1:0
2 50 m at 61 phaseR = , which can be written as
( )2 24.2404 j 43.73R = + m
Displacement in plane 2: 02 42 m at 130 phaseL = , which can be written as
( )2 26.997 j 32.173L = + m
Measured responses due to residual imbalances are
In plane 1: 01 30m at 230 phaseR = ( )1 19.2836 j 22.98R = + m
In plane 2: 01 70m at 330 phaseL = ( )1 60.621 j 35L = + m
We have, influence coefficients as
1
62 111
-(48.8919 j 51.63766) 10bR
R
R R
T
= = = + m/kg
and
1
62 112
- (92.3559 j 69.1995) 10aR
R
L L
T = = = m/kg
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It is given that machine is symmetric about centreline.
21 12 22 11and = =
Measurements, influence coefficients and correction mass are related as
1 11 12
1 21 22
R
L
R w
L w
=
which can be simplified as
{ } { }1 12 1 22 1 21 1 111 1
andR Lw L R w R L = =
with
( )2 2 611 12 12 22 11 12 468.066 j 16907.73 10 = = = + (m/kg)2
which gives the balancing mass and its angular position as
3 3 -3 0
R 3.3519 10 j 7.123 10 7.893 10 kg at 295w = +
and3 3 -3 0
L 3.90356 10 j 2.7136 10 4.7541 10 kg at ???w =
Exercise 9.3Obtain the correction masses in the right and left planes for a rigid rotor by using the
influence coefficients balancing method for the following observations: (i) The original unbalance
vectors as measured for a turbine rotor are: L1= 9.14410-3mm peak to peak at 900andR1= 10.16
10-3mm peak to peak at 450(ii) The trial mass in right plane TR= 6.8 gm at 22.50:L2= 5.08 10
-3
mm peak to peak at 270andR2= 6.35 10-3mm peak to peak at 990(iii) The trial mass in left plane TL
= 6.8 gm at 360
:L3= 9.4010-3
mm peak to peak at 00
andR3= 30.5 10-3
mm peak to peak at 990
.
Exercise 9.4For finding unbalance in the rotor the following measurements were made in the right
and left balancing plane (i). Without trial mass:L1= 0.0015 mm 1500 ;R1= 0.0007 mm 162
0 (ii)
Trial mass at left plane TL= 29 gm 00 :L2= 0.0015 mm 110
0 ;R2= 0.0015 mm
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mass at right plane TR= 29 gm 00:L3= 0.0025 200
0; R3= 0.0015 170
0. Obtain the influence
coefficient and correction masses in the right and left balancing planes.
Exercise 9.5 For the dynamic balancing of a rotor by using influence coefficients method, if the
uncertainty in the measurement of the vibration amplitude and phase are 2 and 5 percent, respectively.
Calculate the uncertainty of the magnitude and the phase of influence coefficients and correction
masses. Give all the intermediate formulations
9.2 Balancing of Flexible Rotors
As long as the rotor experiences no deformations i.e. it remains as a rigid rotor, the balancing
procedure discussed earlier is effective. Once the rotor bends while approaching a critical speed, the
bend center line whirls around and additional centrifugal forces are set-up and the rigid rotor
balancing becomes ineffective. (sometimes rigid rotor balancing worsens bending mode whirl
amplitude). Two different techniques are generally employed (i) Modal balancing technique. Bishop,
Gladwell & Parkinson and (ii) Influence coefficient method. Tessarrik, Badgley and Rieger.
9.2.1 Modal Balancing Method
A practical procedure to balance the rotor by model correction, masses equal in number to the flexible
mode shapes, N, known as N-plane method. Run the rotor in a suitable hard bearing-balancing
machine, to a safe speed approaching the first critical speed and record the bearing vibrations or
forces. Choose an appropriate location for the trial mass. For first critical speed, this should be
roughly in the middle for a symmetrical rotor in its axial distribution of mass. Record the readings at
the same speed as before.
(b) First flexible mode (c) Second flexible mode
Figure 9.10 Typical rigid and flexible modes of rotor-bearing systems
1 2
(a) Rigid body modes
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Using the above two readings, the correct mass and location can be determined. (single plane
balancing). With this correction mass, it should be possible to run the rotor through the first critical
speed without appreciable vibration. Next, run the rotor to a safe speed approaching the second
critical speed, if the operating speed is near the second critical or above the second critical speed.
Note the readings. Add a pair of trial masses 1800 apart in two planes without a affecting the first
mode (in fact if we try to balance one particular mode it will not affect balancing of other modes).
Note the readings at the same speed near the second critical speed. Two readings can be used to
determined the correction mass required. Similarly higher modes can be balanced i.e. upto Nthmode
can be balanced byNbalancing planes. Instead ofNplane correction, Kellenberger suggested that the
rotor should be corrected inN+2 planes, so as not to disturb the rigid body balancing.
Assume that all unbalance is distributed only in thex-yplane (Figure 9.11). Let the rotor speed be
and the deflection of the rotor be y(x). The deflectiony(x) can be written in terms of summation of
mode shapes as
( ) ( )i iy x Y x= (9.8)
where )(xYi is the mode shape in the ithmode and i is an unknown constant. The deflectiony(x) can
be measured experimentally. For example, for simply supported end conditions, mode shapes are
I - mode 1( ) sinx
y xl
=
II - mode2
2( ) sin
xy x
l
=
ith- mode ( ) sinii x
y xl
=
z
bearing axis
Figure 7.11 Rotor-brearing axis system
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{ } { }2
2
2( ) ( ) ( ) ( ) ( )
dEI x y x m x y x a x
dx = + (9.14)
where is the rotor speed. On substituting for y(x) and a(x) from equations (9.8) and (9.9)
respectively, we get
{ }2
2
2( ) ( ) ( ) ( ) ( )i i i i i i
i i
dEI x Y x m x Y x Y x
dx
= + (9.15)
Noting the orthoganality condition and multiply both sides by ( )jY x and integrate over the length of
shaft, the left hand side of equation (9.15) gives
2
2
0( ) ( ) ( )
l
i i j
i
dEI x Y x Y x dxdx
On performing integration by parts, we get
{ }0
0
( ) ( ) ( ) ( ) ( ) ( )l
l
j i i i i j
i
d dY x EI x Y x EI x Y x Y x dx
dx dx
First term vanishes (since it is zero for all boundary conditions), on taking integration by parts, we get
{ }[ ] dxxYxYxEIxYxEIxYl
j
i
ii
l
iij
+
0
0)()()()()()(
First term again vanishes for all boundary conditions. On noting the orthogonality condition equation
(9.11), we get
[ ] jj
l
jj
KdxxYxEI ==
02
)()( (9.16)
where the generalized stiffness injthmode is defined as
[ ] dxxYxEIKl
jj =0
2)()(
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From right hand side of equation (9.15), noting equation (9.8) and (9.9), we have
( ) jjj M +2 (9.17)
Therefore from (9.15), noting equations (9.16) and (9.17), we have
( ) jjjjj MK += 2
which can be rearranged as
2
2
/j jj j
K M
= (9.18)
where j is an known, then distribution of eccentricity )(xa can be found from equation (9.9). The
equation (9.18) requires m(x),y(x), ( )jY x and /j jK M= . The m(x) can be accurately found out,
y(x) is difficult to obtained, ( )jY x is obtained by the eigen analysis and ( )j x is natural frequency in
ithmode = /
jK M which can be obtained by the eigen analysis.
9.7.2 Influence Coefficient Methods
Figure 9.12 shows the effect of deflection of the shaft on influence coefficients. It can be seen that
they depend upon shaft speeds (especially near critical speeds).
(a) (b)
(c)2
21
1
11
2
21
1
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Figure 9.13 Measurement locations (q) and balancing planes (p)
Choosepnumber of balancing planes (where mass can be added or chip-off) wherep>2, qnumber is
measuring planes; generally it is two i.e. at bearing planes. Let the unbalance )( em in each of the
balancing planes be pUUU
,,, 21
1 11 12 1 1
2 21 22 2 2
1 2
p
p
q q q qp p
v U
v U
v U
=
(9.19)
where vis the vibration measurement at the measuring plane. Measurements are taken at number of
speeds. On writing equation (9.19) for each of the speeds, we get
{ } }]{[ U = (9.20)
with
q
z
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Dr R Tiwari, Associate Professor, Dept. of Mechanical Engg., IIT Guwahati, ([email protected])
396
{ } [ ]
1 1 1 1
1 11 12 1
1 1 1 1
2 21 22 2
1 1 1 1
1 2
2 2 2 2
1 11 12 1
2 2 2 2
1 2
1 11 12
1
;
p
p
q q q qp
p
q q q qp
n n n
n
n
q
v
v
v
v
vv
v
v
v
= =
[ ]
1
2
3
1
21 22 2
1 2
;
pn
p
n n n
p
n n n
q q qp
U
UU U
U
=
Once the influence coefficients ][ are known for all speeds equation (9.20) can be used to obtained
unbalances :
( ) }{][][}{ 1 vU T = (9.21)
Influence coefficient matrix can be obtained by attaching trial mass and measuring displacement, from
equation (9.19), we get for a particular speed
1 1 11
11 12 111 1
1 1 1 121 221 22 2
11 1 1
11 2
p R
p
q pq q qp
v U T
v U
v U
+ =
(9.22)
On subtracting equation (9.22) from first qequation in equation (9.19), we get
1 1 11 1
11 12 111 1
1 1 11 1
21 2 21 22 2
1 11 1 1
11 2
0
0
pR
p
q qq q qp
v v T
v v
v v
=
(9.23)
Equation (9.23) gives
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Dr R Tiwari, Associate Professor, Dept. of Mechanical Engg., IIT Guwahati, ([email protected])
1 11 11 1
11,
R
v v
T
=
1 11 21 221
, ,R
v v
T
=
1 1
11
1
q q
qR
v v
T
=
(9.24)
Similarly by attaching a trial mass on plane 2 we get second column of the influence coefficient
matrix in equation (9.24), the above analysis should be done at a constant speed. Similarly we canfind the influence coefficient-matrix for different speeds.
Exercise 9.6Justify your answer for the following cases: a) For the dynamic balancing of a flexible
rotor at one particular speed how many minimum numbers of balancing-planes are required? b) For
the dynamic balancing of a flexible rotor, in general, how many minimum balancing-planes are
required? c) For flexible shaft whether imbalance changes with the shaft speed? d) Apart from
balancing the rotor what are the other methods by which the amplitude of the synchronous whirl can
be reduced?
REFERENCES
[1] W. Kellenburger 1972 Transactions of the American Society of Mechanical Engineers, Journal of
Engineering for Industry 94, 584-560. Should a flexible rotor be balanced in N or N+2planes?
[2] J. Drechsler 1980 Institution of Mechanical Engineers Conference on Vibrations in RotatingMachinery, Cambridge, UK, 65-70. Processing surplus information in computer aidedbalancing of large flexible rotors.
[3] P. Gnilka 1983Journal of Vibration 90, 157-172. Modal balancing of flexible rotors without testruns: an experimental investigation.
[4] J.M. Krodkiewski, J. Ding and N. Zhang 1994Journal of Vibration169, 685-698. Identification of
unbalance change using a non-linear mathematical model for rotor bearing systems.[5] M.S. Darlow 1989,Balancing of High-Speed Machinery, Springer-Verlag.
[6] S. Edwards, A.W. Lees and M.I. Friswell 2000 Journal of Sound and Vibration,232(5),
963-992. Experimental Identification of Excitation and Support Parameters of a
Flexible Rotor-Bearings-Foundation System from a Single Run-Down.
[7] R. Tiwari,2005,Mechanical System and Signal Processing, Conditioning of Regression Matricesfor Simultaneous Estimation of the Residual Unbalance and Bearing Dynamic Parameters (inpress).
[8] IS 5172 : 1969 Specification for Balancing Bench,[9] IS 13274 : 1992/ISO 1925 : 1990 Mechanical vibration - Balancing Vocabulary.[10] IS 13275 : 1992/ISO 2371 : 1974 Description and evaluation of field balancing equipment.
[11] IS 13277 : 1992/ISO 2953 : 1985 Balancing machine - Description and evaluation.[12] IS 13278 : 1999 /ISO 3719 : 1994 Mechanical Vibration - Symbols for Balancing Machines and
Associated Instrumentation.[13] IS 13280 : 1992/ISO 5406 : 1980 Mechanical balancing of flexible rotors.[14] IS 14280 : 1995/ISO 8821 : 1989 Mechanical vibration - Balancing - Shaft and fitment key
convention.[15] IS 14734 : 1999 /ISO 7475 : 1984 Balancing Machines - Enclosures and Other Safety Measures.[16] IS 14918 : 2001 Mechanical Vibration - Methods and Criteria for the Mechanical Balancing of
Flexible Rotors