Chapter 6 Free Vibration
Transcript of Chapter 6 Free Vibration
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FREE VIBRATION
Presented by
Tuan Mohd Hafeez binTuan Ibrahim
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Introduction Vibration refers to mechanical oscillations about an equilibrium
point. The oscillations may be periodic such as the motion of a
pendulum or random such as the movement of a tire on a gravelroad.
Vibration is occasionally "desirable". For example the motion of a
tuning fork, the reed in a woodwind instrument or harmonica, or the
cone of a loudspeaker is desirable vibration, necessary for the
correct functioning of the various devices. ore often, vibration is undesirable, wasting energy and creating
unwanted sound ! noise. For example, the vibrational motions of
engines, electric motors, or any mechanical device in operation are
typically unwanted. uch vibrations can be caused by imbalances in
the rotating parts, uneven friction, the meshing of gear teeth, etc.#areful designs usually minimi$e unwanted vibrations.
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Why Do We Care About Vibration?
Vibration is%
&asted energy
' ma(or cause of component failure #ause of aircraft noise which contributes to crew and
passenger discomfort
For some cases, vibration are desirable
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Desirable Vibration
MRI UltrasoundAtomic Force Microscopy
Time keeping
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Undesirable Vibrations
Tacoma Narrows Bridge (19!"
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#art$%uake&induced 'irational Failure)
*aiti +!1!
,ic$uan +!!-
.$ili +!1!
http://www.cbsnews.com/2300-202_162-10002626-12.htmlhttp://www.time.com/time/photogallery/0,29307,1953257_2024509,00.html
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'iration .ontrol and Isolation
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Terinolo!y )eriod *T + ! time for harmonic motion to complete cycle. -nit is second
*s+
T /π 0ω s #ycle ! #omplete movement in period of time. )eak to )eak 1 The distance from the top of the positive peak to bottom of
the negative peak. )eak 1 The measurement from the $ero line to the top of the positive peak. 'verage *'V2+ 1 .345 of peak. 6oot ean quare *6+ 1 .575 of peak.
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Frequency
The rate of mechanical oscillation in a period of time.
Frequency can be expressed in one of the followingunits%
6) 1 6evolutions per inute
#) 1 #ycles per inute
#) 1 #ycles per econd 8$ 1 8ert$, 8$ 1
#ycle per econd *to convert from 8$ to 6) or#), apply the following formula% 8$ 9 37 6).
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Ty"es o# $ibration %&co"es o# 'ecture(
Vibration
-ndamped
Force VibrationFree Vibration
:amped
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F6;; Vibration ! Free vibration occurs when a mechanical system is set
off with an initial input and then allowed to vibrate freely.
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Damped
Undamped
,implest system) one /degree o0 0reedom
Free Vibration
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&i"le )aronic *otion %&)*(
=scillation motion may repeat itself periodically.
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#rank of radius A rotates about the point O and at the
end of crankP
&hen crank rotates with angular velocity w , the endpoint S of the slotted link and hence the mass m of thespring1mass system are displaced from their middleposition by an amount x *in time t+ given by%
> ' sin ? ' sin @t
&here ? A7B, /57B, x 7C ? D7B, x 1'
*E.+
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The velocity of the mass m at time t is given by%
The acceleration is
x A sin θ A sin ωt
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8armonic motion can be represented conveniently
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From description above, oscillation of mass are inharmonic motion and can be expressed as%
z A cos ωt B sin ωt*E.3+
&here% A and B are constant number found from the initialcondition of the system and the ω is the frequency ofoscillation in rad0s.
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Unda"ed Free Vibration + ,endulu&yste
The natural frequency of the system can be determined in two ways%
i. GewtonHs Iaw of otion
ii. )rinciple of #onservation of ;nergy
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,endulu &yste - Ne.ton/s 'a. o#*otion
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,endulu &yste - ,rinci"le o# Con$ersiono# Ener!y
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Unda"ed Free Vibration - *ass &"rin!&yste
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*ass &"rin! &yste - Ne.ton/s 'a. o#*otion
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*ass &"rin! &yste - ,rinci"le o#Conser$ation o# Ener!y
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Unda"ed Free Vibration - Inertia &ha#t0Disc &yste
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Inertia &ha#t0Disc &yste - Ne.ton/s 'a.o# *otion
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Inertia &ha#t0Disc &yste - ,otential Ener!y*ethod
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E1ui$alence *ethod
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E1ui$alence 'en!th &yste
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&"rin! In &eries
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&"rin! In ,arallel
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E1ui$alence Distributed *ass
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E1ui$alence *ass ,oint
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E1ui$alence ,endulu &yste
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l
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E2a"le
2iven one pendulum system with the rope length is half
meter. Find the natural frequency in rad0s and periodictime in second.
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E2a"le
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E l
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E2a"le
DA*,ED FREE VIBRATION
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DA*,ED FREE VIBRATION
Introduction
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DA*,ED FREE VIBRATION
'iscous 2amping
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.oulom or dry 0riction damping
8ere the damping is constant in magnitude but opposite in direction
to that of the vibration body.