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Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc.

Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

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Page 1: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

Lecture Outline

Chapter 13

College Physics, 7th Edition

Wilson / Buffa / Lou

© 2010 Pearson Education, Inc.

Page 2: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

Chapter 13Vibrations and Waves

© 2010 Pearson Education, Inc.

Page 3: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

Units of Chapter 13

Simple Harmonic Motion

Equations of Motion

Wave Motion

Wave Properties

Standing Waves and Resonance

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Page 4: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.1 Simple Harmonic Motion

A mass on a spring is an example of periodic motion, in the absence of friction. It oscillates between its release point and a point equally far from equilibrium. This is called simple harmonic motion, as the restoring force has the simplest possible form:

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Page 5: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.1 Simple Harmonic MotionDisplacement (x) is the directed distance of the object from equilibrium.

Amplitude (A) is the maximum displacement.

Period (T) is the time for one full cycle.

Frequency (f) is the number of full cycles per second.

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Page 6: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.1 Simple Harmonic Motion

SI unit of frequency: hertz, Hz

1 Hz = 1 cycle/second

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Page 7: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.1 Simple Harmonic Motion

Potential energy of a spring:

Total mechanical energy is conserved here; it is easiest to calculate the total energy at the endpoints of motion, where the energy is all potential energy.

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Page 8: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.1 Simple Harmonic Motion

The total energy of an object in simple harmonic motion is directly proportional to the square of the amplitude of the object’s displacement.

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Page 9: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.1 Simple Harmonic Motion

This allows us to calculate the velocity as a function of position:

and the maximum velocity (at x = 0):

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Page 10: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.1 Simple Harmonic MotionThe energy varies from being completely kinetic to completely potential, and back again.

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Page 11: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.2 Equations of MotionAn equation of motion gives the position of an object as a function of time.

Simple harmonic motion can be represented as a component of uniform circular motion:

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Page 12: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.2 Equations of Motion

The equation of motion for the oscillating object is given by:

Here, the only possibility is that y = 0 at t = 0. More likely, we would want y = A at t = 0; that is, at t = 0 the object would have its maximum displacement. In that case,

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Page 13: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.2 Equations of Motion

Relating the angular frequency to the period of motion gives, for y0 = 0,

The period of motion is given by:

and the frequency and angular frequency:

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Page 14: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.2 Equations of Motion

This figure shows the displacement as a function of time.

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Page 15: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.2 Equations of Motion

These graphs show the form of the equation of motion for different initial conditions.

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Page 16: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.2 Equations of Motion

The velocity of an object in simple harmonic motion is:

and the acceleration:

Note that the acceleration is not constant—the equations of motion for constant acceleration cannot be used here.

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Page 17: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.2 Equations of MotionIn the real world, friction will cause an oscillating object to slow down and eventually stop. This is called damped harmonic motion.

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Page 18: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.3 Wave Motion

A wave pulse is a disturbance that propagates through a medium. It transfers energy without transferring matter; the energy is a combination of kinetic and potential energy.

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Page 19: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.3 Wave Motion

A harmonic disturbance can set up a sinusoidal wave. The distance from crest to crest, or trough to trough, is called the wavelength, λ.

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Page 20: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.3 Wave Motion

Such a wave will have a sinusoidal form in both time and space.

Amplitude: maximum displacement

Wavelength: distance between points having the same phase

Frequency: number of waves passing per second

Period: time for one complete wave to pass

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Page 21: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.3 Wave Motion

Relationship between wave speed, wavelength, period, and frequency:

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Page 22: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.3 Wave Motion

Waves may be either transverse (displacement perpendicular to direction of propagation) or longitudinal (displacement parallel to direction of propagation). Both types are illustrated here.

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Page 23: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.3 Wave Motion

Water waves may appear to be transverse, but they are actually a combination of transverse and longitudinal motion.

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Page 24: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.4 Wave Properties

When two or more waves travel through the same medium at the same time, they interfere in a process called superposition.

At any time, the combined waveform of two or more interfering waves is given by the sum of the displacements of the individual waves at each point in the medium.

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Page 25: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.4 Wave Properties

This is an illustration of interference, using the principle of superposition. The displacement of any point on the rope is the sum of the individual displacements:

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Page 26: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.4 Wave PropertiesIf the combined wave is larger than the individual ones, the interference is constructive; if smaller, it is destructive.

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Page 27: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.4 Wave PropertiesDestructive interference is used in noise-cancelling technology.

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Page 28: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.4 Wave PropertiesWhether or not a wave is inverted upon reflection depends on whether the end is free to move or not.

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Page 29: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.4 Wave Properties

When a wave enters a new medium, its speed usually changes, as the properties of the new medium are different. The direction of propagation changes also; this is called refraction.

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Page 30: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.4 Wave Properties

If the speed of the wave depends on its wavelength, it exhibits dispersion. The rainbow of light from a prism is an example of dispersion.

Diffraction occurs when a wave passes through an opening that is comparable in size to the wavelength; the waves will “bend” around the edges of the opening.

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Page 31: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.5 Standing Waves and Resonance

On a rope with one fixed end, it is possible to set up waves that do not travel; they simply vibrate in place. These are called standing waves.

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Page 32: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.5 Standing Waves and Resonance

Some points on the wave remain stationary all the time; these are called nodes. Others have the maximum displacement; these are called antinodes. Adjacent nodes are separated by half a wavelength, as are adjacent antinodes.

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Page 33: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.5 Standing Waves and Resonance

When an integral number of half-wavelengths fit on the rope, the frequency is called the resonant frequency.

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Page 34: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.5 Standing Waves and Resonance

Natural frequencies for a stretched string:

The wave speed is given by

where FT is the tension and μ is the mass per unit length.

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Page 35: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

13.5 Standing Waves and Resonance

Natural wavelengths can be varied by varying the length of a string, such as in a piano or harp; varying the mass per unit length of a string, as in a guitar; or varying the tension, which is done for fine tuning.

Driving a system at its natural frequency produces resonance; the amplitude at resonance is limited only by damping and by the strength of the materials.

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Page 36: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

Summary of Chapter 13

Simple harmonic motion requires a restoring force proportional to the displacement.

The frequency is the inverse of the period.

The total energy is proportional to the square of the amplitude.

The equations of motion are sinusoidal.

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Page 37: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

Summary of Chapter 13

Velocity and period of a mass on a spring:

Velocity and acceleration of a mass in simple harmonic motion:

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Page 38: Lecture Outline Chapter 13 College Physics, 7 th Edition Wilson / Buffa / Lou © 2010 Pearson Education, Inc

Summary of Chapter 13

A wave is a disturbance in space and time; wave motion transfers energy.

The combined amplitude of two or more interfering waves is the sum of their individual amplitudes at each point.

Standing waves may be produced on a string with fixed ends. Natural frequencies:

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