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© John Parkinson 1 VIBRATIONS VIBRATIONS & & RESONANCE RESONANCE
23

© John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

Dec 25, 2015

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Page 1: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

1

VIBRATIONSVIBRATIONS

&&

RESONANCERESONANCE

Page 2: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

2

Natural Frequency / Free Vibrationsthe frequency at which an elastic system naturally tends to vibrate, if it is displaced and then released

The natural frequency of a body depends on its elasticity and its shape.

At this frequency, a minimum energy is required to produce a forced vibration.

Free vibration is the vibration of an object that has been set in motion and then left.

Page 3: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

3

Forced vibrations

are the result of a vibration caused by the continuous application of a repetitive

forceUnless the forcing frequency is equal to the

natural frequency, the amplitude of oscillation will be small.

e.g. a swing pushed at “the wrong frequency”

Page 4: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

4

the result of forced vibrations in a body when the applied frequency matches

the natural frequency of the body

The resulting vibration has a high amplitude --

and can destroy the body that is vibrating.Resonance allows energy to be transferred

efficiently

Page 5: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

5

ON NOVEMBER, 7 1940 THE TACOMA NARROWS BRIDGE IN WASHINGTON STATE WAS BUFFETED BY 40 MPH WINDS

AT APPROXIMATELY 11:00 AM, IT COLLAPSED DUE TO WIND-INDUCED VIBRATIONS

http://www.civeng.carleton.ca/Exhibits/Tacoma_Narrows/

http://www.glendale-h.schools.nsw.edu.au/faculty_pages/ind_arts_web/bridgeweb/commentary.htm

WATCH A VIDEO AT

OR AT

Page 6: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

6

Other Resonance Examples

RUMBLE STRIPS Wheels hit the strips at regular time intervals as the car travels at a steady speed and this makes the suspension resonate so the car vibrates with a larger and larger amplitude and makes the driver slow down.

Bus windows

At low engine revs the windows natural frequency can be the same as that of the engine.

Page 7: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

7

Tuning Circuit

The circuit contain the coil and the capacitor resonates to a certain frequency of AC that is picked up in the aerial.

The variable capacitor enables different frequencies to be received

A wine glass can be broken by a singer finding its resonant frequency

Page 8: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

8

DRIVER FREQUENCY IN PURPLE

DRIVEN FREQUENCY IN ORANGE

Page 9: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

9

applied frequency

amp

litu

de

Resonant frequency f0

RELATIONSHIP BETWEEN AMPLITUDE AND DRIVER

FREQUENCY

LIGHT DAMPING

HEAVY DAMPING

Page 10: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

10

Phase lag in degrees

f0

0

180

90

Applied frequency

Phase lag of the driven system behind the driver frequency

Page 11: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

11

Damping

Damping is the term used to describe the loss of energy of an oscillating system(due to friction/air resistance/ elastic hysteresis etc.)

slight damping

Page 12: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

12

time

DAMPING

DISPLACEMENT

INITIAL AMPLITUDE

THE AMPLITUDE DECAYS EXPONENTIALLY WITH TIME

Page 13: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

13

With Critically Damped motion the body will return to the equilibrium in the shortest time - about T/4.

Heavy damping or overdamping

Page 14: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

14

Longitudinal Waves

• Each point or particle is moving parallel or antiparallel to the direction of propagation of the wave.

• Common examples:- Sound, slinky springs sesmic p waves

• Longitudinal waves cannot be polarised

Direction of travel

VIBRATION

Page 15: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

15

A longitudinal sound wave in air produced by a tuning fork

Observe the compressions and rarefactions

Page 16: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

16

transverse wave

Page 17: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

17

Transverse

• Each point or particle is moving perpendicular to the direction of propagation of the wave.

• Common examples:- Water, electromagnetic, ropes, seismic s waves

• You can prove that you have a transverse wave if you can polarise the wave (especially important with light (electromagnetic) as you cannot “see” the wave!!)

Direction of travel

vibration

Page 18: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

18

Formation of a STANDING WAVE

Two counter-propagating travelling waves of same frequency and amplitude superpose to form a

standing wave, characterised by nodes (positions of zero disturbance) and antinodes (positions of maximum

disturbance

Page 19: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

19

NODESANTINODES

Node to Node = ½ λBETWEEN ANY PAIR OF ADJACENT NODES, ALL PARTICLES

ARE MOVING IN PHASE

Page 20: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

20

Page 21: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

21

STANDING WAVES ON A STRING

Fundamental length = λ/2

length

length

length

First overtone length = λ

Second overtone length = 3λ/2

Page 22: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

22

LONGITUDINAL STANDING WAVES

OPEN ENDED PIPE

FUNDAMENTAL l = λ/21st harmonic

actual air vibration

1st overtone l = λ2nd harmonic

2nd overtone l = 3λ/23rd harmonic

Page 23: © John Parkinson 1 VIBRATIONS & RESONANCE © John Parkinson 2 Natural Frequency / Free Vibrations the frequency at which an elastic system naturally tends.

©John Parkinson

23

CLOSED PIPE

FUNDAMENTAL l = λ/41st harmonic

1st overtone l = 3λ/43rd harmonic

2nd overtone l = 5λ/45th harmonic