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USE OF THE CENTRIFUGAL GOVERNOR MECHANISM AS ..., Study notes of Engineering

The centrifugal governor :mechanism, suitably modified, is shown to be a practical torsional vibration absorber. Equations for predicting its performance ...

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ENGINEERING REPRINT
SERIES
Reprint Number 8
Engineering Experiment Station
Columbia, Missouri
USE
OF
THE CENTRIFUGAL GOVERNOR
MECHANISM AS A T©RSrONAL
VIBRATilON ABSORBER
0.
A.
PRINGLE
.o,
Assistant
Professor of Mechanical Engineering
Reprinted from
the
Transactions
of
the
American Society
of
Mechanical
Engineers, Vol.
75,
1953
pf3
pf4
pf5
pf8
pf9

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ENGINEERING REPRINT SERIES

Reprint Number 8

Engineering Experiment Station

Columbia, Missouri

USE OF^ THE^ CENTRIFUGAL^ GOVERNOR

MECHANISM AS A^ T©RSrONAL

VIBRATilON ABSORBER

0.A. PRINGLE .o, Assistant Professor of Mechanical Engineering

Reprinted from the Transactions^ of^ the

American Society^ of^ Mechanical

Engineers, Vol. 75, 1953

COLLEGE OFENGINEERING THE ENGINEERING EXPERIMENTSTATION

The Engineering Experiment Station was organized in 1909 as a partofthe College of Engineering.Thestaff oftheStation includes all members ofthe FacultyoftheCollege of Engi- neering, together with Research Assistants supportedby the StationFunds. The Station is primarily an engineering researchinstitutionengaged intheinvestigation of fundamental engineering problems of general interest, intheimprovement of engineering design, and inthedevelopment of new industrial processes. The Station desires particularly to co-operate (^) with industries of Missouri inthesolution of such problems.For thispurpose, there is availablenotonlythespecial equipment belongingto the Stationbutall ofthe equipmentandfacilities oftheCollege of Engineeringnotin immediate use for class instruction. Inquiries regarding thesemattersshould be addressedto

T~E

TheDirector, Engineering Experiment Station University of Missouri Columbia, Missouri

UNIVERSITY OF MISSOURI BULLETIN

VOL. 55. NO. 25 ENGINEERING EXPERIMENT STATION REPRINT SERIES, NO. 8

Published by the Universityof Missouri at Room102,BuildingT-3, Columbia, Missouri. Entered as second-classmatter, January2,1914,atpost office at C-:,lumbia, Missouri, under ActofCongressof August24, 1912 .Issuedfour timemonthly October (^) through May,three times monthly June through September.


July 10, 1954

60 TRANSACTIONS OF THE ASME JANUARY, 1953

In Equation [5] the average angular velocity n is used in-

stead of the instantaneous velocity n + 8. w cos wt. The in-

clusion of the lat ter term results in an expression similar to the

last term of Equation [l ] and is not important in the present

discussion.

OPERATION OF ABSORBER

The action of the absorber is shown diagrammatically in Fig. 2.

In Fig. 2 (a), the instantaneous magnitude of a quantity is the

projection of its vector upon the Y-axis. At resonance, T 0 will

be in phase with the velocity of 80 w, and will lead the amplitude

80 by 90 deg. Let the natural frequency of the absorber system

equal w. Then the absorber amplitude r 0 lags 90 deg behind its

exciting force F', which is due to and in phase with the velocity

8.w. The absorber radial velocity r 0 w = (dr/dt) is then in phase

with T 0 • The inertia torque T; is of opposite sign to r 0 w, and

therefore joins with the damping torque Td in opposing T 0 •

This is shown more clearly in Fig. 2(b ), which omits the displace-

ments and velocities.

EQUATIONS OF MOTION

Applying Newton's law to the disk and neglecting damping

'2;T = la

(a) y

(b)

X

FIG. 2 VECTOR DIAGRAM OF ABSORBER ACTION

dr d^28 T 0 sinwt - 2mR ij- -K,8 = I ~d dt t•

.. [ti]

The corresponding equation for the absorber i~

'2;F = ma 0

d8 d'r 2m Rn dt - Kr = m dtl... .... [7 /

Inspection of these equations shows that the following will be a

solution

8 = 80 sin wt r = r 0 cos wt

Also

Making the foregoing substitutions results in

(2mRnw) K, K

. [8)

Equation [8] shows that 8. becomes zero if the natural fre-

quency of the absorber equals the applied frequency.

Owing to the effect of centrifugal force, the absorber-system

spring constant and natural frequency vary with the angular

velocity as follows

K = k - mfl• ............. ....... [10)

w,. = - 122 • .•••• ••• •.•••••• [BJ

The action of the absorber is due to the fact that it adds an-

other degree of freedom to the original system. An additional

natural frequency is added, making a total of two for the case

under discussion, neither of which corresponds to the original

natural frequency. These new frequencies are found by setting

the denominator of Equation [9] equal to zero. A convenient

form of the resulting equation, in which the order of vibration N

has been introduced and R is the original desired radius, is

( w2)^ [^ (^ k^ wt^ )-']^ (4m^ R^ (^2) w•) 1- - l-w 2 --- - n,.• m N• INtD,. 2

X ( 1 m n"^ 2)^ 1 - mw - - = 0 ... (12}

(^2) ( 2) -2( k 2 )- k kN 2 m N 2

Solving Equation (12] for w gives the two natural frequencies.

In a practical design, the undesirable effect of the two new

natural frequencies is eliminated by means of stops such as

shown in Fig. 1. Initial spring force holds the mass against the

inner stop until the speed at which the absorber .is to operate is

approached, at which time it is pulled away from the stop by

centrifugal force. At some higher speed the mass is forced against

PRINGLE-CENTRIFUGALGOVERNOR^ MECHANISM-^ TORSIONAL^ VIBRATION^ ABSORBER^61

theouter stop. Thus the absorber doesnotoperate at^ speeds

which might alJow resonanceatthetwo^ natural^ frequencies.

DESIGN^ OF^ .ABSORBER

An equation useful in proportioningtheabsorber is obtained

from Equation [9]when w = Wn 2m R Or 0 wn = T•. ........... ........(13]

Theangular velocity 11, the natural^ frequency^ Wn,^ and^ the

torque T 0 willbe known Themass^ m^ and^ radius^ R^ must^ be

chosen sothatthe amplitude^ r 0 will be reasonable. Thestops will

be locatedtoeliminate the natural frequencies of^ Equation^ (12].

Thespring constant is found from Equation (11]. Theinitial

force in the spring must balance the centrifugal force onthe

mass atthespeedatwhichtheabsorber is to begin operating.

The details of constructionwilJvary withtheapplication,but a

possible design is shown in Fig. 3. Themassismounted on a

cantilever spring, which transmits the absorber torque to the

&s,o,

ABSORBERMASS

STOP

FIG. 3 A Po88IBLE ABSORBER^ CoNSTRUCTioN

vibrating body. An alternative construction would have the mass

pivot on antifriction bearings. Adjustable stops are above and

below the mass. The spring is loaded in compression, the initial

load being adjustable. The distance between the center of

gravity of the mass and the line of action of the spring force is also

adjustable, allowing the spring constant to be varied slightly.

Thetype of mounting depends on the shape of the^ vibrating

body. For greater effectiveness, two or more absorbers may be

mounted radially about the center of rotation. •

COll.lPARISONS

Fig. 3 emphasizes the factthat,if desired,^ the^ absorber^ may^ be

constructed so thatits characteristics are somewhat variable.

This would facilitate exact tuning^ to^ correct for manufacturing

tolerances, approximations in calculations,^ or^ wear.^ Other types

of dynamic absorbers,^ particularly^ the^ rotating-pendulum^ ab-

sorber, are often difficult to tune exactly. 3

An important^ comparison^ may^ be made^ by^ writing^ the^ equation

for either the rotating-pendulum absorber or the Frahm absorber

which corre.,ponds to Equation (13]. This equation is

m R r 0 wnt = To' ...... ............. (14]

Equation^ (14]^ states^ that^ a.^ rotating-pendulum absorber of^ a

certain mass, radius, amplitude, and frequency wilJ balance

  • "Practical Solution of Torsional Vibration Problems," by W. K. Wilson, John Wiley & Sons, Inc., New York, N. Y., second edition, vol. 2. 1941, p. 570.

3 \


2

"'


N FIG. 4 ABSORBER COKPAUD^ WITH^ ROTATING-PENDULUM^ ABSORBEB

a certain exciting torque T .'. Equation (13] states that theabsorber

under discussion ofthe same mass, radius, amplitude, and fre-

quencywilJbalance a different exciting torque T •· Forthe sake

of comparison, let the theoretical relative effectiveness E, be the

ratio of T. to T.'. Then

2m ROr 0 w. 20 2

E, = ---- = - = - ........... [15J

m R r 0 w;.^1 Wn N

This result is visualized in Fig. 4. For second-order vibration

both absorbers are equally effective; in other words, for^ a^ given

application, the absorbers would be about the same size.^ For

higher orders, the rotating-pendulum absorber would be preferred

on the basis of Equation^ (15].^ On^ the^ other hand, for orders

of vibration lowerthanthe second, the absorber^ under^ discus-

sion would bethemost effective.

Discussion

R. J. HARKER.• This paper on the use of a radially oscillating

mass tosuppress torsional vibrations in rotating systems is novel

and appears to present some interesting possibilities, particularly

with 11espect tolow orders of excitation. The author istobe con-

gratulated for his ingenious proposal and for his contribution to

the theory of the tuned dynamic vibration absorber.

Equations[8]and[9]of the paper may be simplifiedbydefining

the main system as a single mass at a radius of gyration equal to

the radius R, or I = MR 1, and by using the foIJowing notation

f = (wn/On) = absorber tuning factor

g "" (w/On) = forced-frequency ratio

μ, = (m/M) = mass ratio

Then Equations(8]and [9] become

8. =

(T0 /K,)^ (1^ -^ g•]

To=

  • Associat.e Professor of Mechanical Engineering, University of Wisconsin, Madison, Wis. Mem. ASME.

Reprint

No.

PUBLICATIONS OF THE: E:NGINE:E:RING RE:PRINT SE:RIE:S

*1. Response of Circuits to Steady-State Pulses, by Dr. L. Waidelich, Professor of Electrical Engineer-

ing. Reprinted from the Proceedings of the I. R. E., Vol. 37, No. 12, December 1949.

*2. Heat Transfer to Water Boiling Under Pressure, by E. A. Farber, Graduate Student, now Assistant

Professor of Mechanical Engineering University of Wisconsin, and R. L. Scorah, Professor of Mech-

anical Engineering. Reprinted from the Transactions of The A. S. M. E., May 1948.

*3. steady-state Waves on Transmission Lines by D. L. Waidelich, Professor of Electrical Engineer-

ing, (1950).

4. Theory of the Adiabatic Bubble, by Ralph Scorah. Reprinted from the Proceedings of the Mid-

western Conference on Fluid Dynamics, J. W. Edwards, Ann Arber, 1951.

5. Equivalent Load Method for Analyzing Prestressed Concrete Structures, by Robert B. B. Moreman,

Professor of Civil Engineering. Reprinted from Journal of the American Concrete Institute,

Vol. 23, January, 1952.

6. Design of Low Frequency Constant Time Delay Lines, by C. M. Wallis, Reprinted from Transactions

American Institute of Electrical Engineers, Vol. 71, 1952.

7. The Engineer Becomes A Professional Manager, by Harry Reebey, Reprinted from Journal of Engineer-

ing Education, Vol. 43, 1953.

8. Use of the Centrifugal Governor Mechanism as a Torsional Vibration Absorber, by 0. A. Pringle,

Assistant Professor of Mechanical Engineering, Reprinted from the Transactions of the American

Society of Mechanical Engineers, Vol. 75, 1953

  • Out of Print