chapter 6 the modes of oscillation of simple and composite systems

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Chapter 6 The Modes of Oscillation of Simple and Composite Systems

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Page 1: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Chapter 6

The Modes of Oscillation of Simple and Composite Systems

Page 2: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Simple Harmonic Oscillator

• Mass on a Spring

• Projection of Uniform Circular Motion

Both produce sine waves and sine waves can describe sound

Page 3: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Forces Involved

• Newton showed that SHM results from a restoring force

F -x

Page 4: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Viscous (Drag) Forces

• Always oppose the motion and proportional to the velocity of the flow

Fv -v

• As you stir a cup of honey, notice that it is much harder to stir fast than to stir slowly.

Page 5: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Damped Sinusoidal Motion

• By experiment we get

-0.3

-0.2

-0.1

0.0

0.1

0.2

0.3

0.00 0.25 0.50 0.75 1.00

Time

Amplitude

Or, in symbols

mass moving

tcoefficien stiffness frequency

M

S f

Page 6: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Halving Time

moving masshalving time =

damping coefficient

D

MT

21

Page 7: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Oscillations of a Mass Supported by Springs

Page 8: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

• From above for one band call the stiffness S – since we use two bands, the frequency is…

Frequency of Oscillation

f = constant 2S/M

f = constant 3S/M

2

Decreasing the mass (Mass enters as the square root), so decreasing mass by half increases the frequency by

•To increase the frequencyIncreasing the stiffness (Adding a band amounts to

increasing the stiffness) – if three bands are used then

Page 9: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

The Effect of Stiffness

Page 10: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

A Simplified Mass and Spring Oscillator

• Make bands much stiffer and the nut mass much smaller (both increasing the frequency).

• Construction of the system determines the frequencies it emits when struck The stiffness coefficient S is determined by the

materials and the construction.• How the system is struck makes a difference

Recall the previous slide on changing the positions of the bands and how the transverse frequencies were affected.

Page 11: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Simple Model of Oscillation

• Single mass, single plane, transverse mode

Page 12: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Two Mass Model• Single plane, transverse modes• We consider small amplitudes and get damped

sinusoidal motion.

Page 13: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Notes on Two Mass Model

• Central chain in mode one stretches very littleo Overall stiffness should be less than mode twoo Less stiffness means lower frequency for mode

one

Page 14: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Three Mass Model

Three normal modes

Page 15: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Four Mass Model

Four normal modes

Page 16: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Notes on the Model

• Number of mass gives the number of modes

• Mode 1 has one amplitude maximum, mode 2 has two maxima, and so forth

Page 17: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Model with Many Masses

• Lowest mode shows ½-wavelength

• Each mode is ½-wavelength different from its neighbors

Page 18: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Piano

• Many mass model with each mass a molecule in a stringo Thousands of normal modes should be presento Only the lowest few dozen are related to music

Page 19: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Mass Distribution

The waveforms are now skewed, but not the number of wavelengths included in each mode

Page 20: Chapter 6 The Modes of Oscillation of Simple and Composite Systems

Other Simple Models

• Longitudinal waves

• Torsional waves

• Air columns (wind instruments)

• Two-dimensional surfaces (percussion, sounding boards)