Chapter 17: Oscillations

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21 Terms

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Features of oscillating motion

  • Equilibrium: Point at which object starts

  • Amplitude (m): Distance from equilibrium

  • Period (s): Time taken to complete a full oscillation

  • Frequency (Hz): Mumber of complete oscillations per unit time

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Phase difference

Difference in displacement between two times of an oscillation

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Angular Velocity

Amount of turn undergone per unit time

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Angular Frequency in oscillations

ω = 2π / T

ω = 2πf

<p><span>ω = 2π / T</span></p><p>ω = 2πf</p>
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Simple Harmonic Motion

Motion whereby the acceleration is given by

a = -ω2x

  • ω is a constant for the object

  • a ∝ x

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Isochronous oscillator

An oscillator whereby the period of oscillation is independent of the amplitude

  • This is because as amplitude increases, average speed of the swing increases

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Displacement against Time period of SHM (released from amplitude)

Resembles cosine graph when released from amplitude

Resembles a sine graph when released from equilibrium

<p>Resembles <strong>cosine</strong> graph when released from<strong> amplitude</strong></p><p>Resembles a <strong>sine</strong> graph when released from <strong>equilibrium</strong></p>
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Velocity against Time period of SHM (released from amplitude)

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Acceleration against Time period of SHM (released from amplitude)

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Velocity of SHM

v = ±ω√(A2 - x2)

  • ω = angular veocity (rad s-1)

  • A = ampliutude (m)

  • x = displacement (m)

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Max velocity of SHM

vmax = ωA

  • ω = angular velocity (rad s-1)

  • A = amplitude (m)

*obtained from v = ±ω√(A2 - x2) when displacement is zero

  • velocity is max when object has returned to equilibrium position

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Energy against Displacement of SHM

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Damping

When an external force acts on an oscillator, gradually reducing the amplitude of oscillations over time

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Light Damping

  • Amplitude of oscillations decreases over time

  • Period remains the same

<ul><li><p>Amplitude of oscillations decreases over time</p></li><li><p>Period remains the same </p></li></ul><p></p>
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Heavy Damping

  • Amplitude decreases significantly over time

  • Period increases slightly

<ul><li><p>Amplitude decreases significantly over time</p></li><li><p>Period increases slightly </p></li></ul><p></p>
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Very Heavy Damping

  • No oscillatory motion

  • Oscillator moves slowly to equilibrium position

<ul><li><p>No oscillatory motion</p></li><li><p>Oscillator moves slowly to equilibrium position</p></li></ul><p></p>
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Free Oscillations

When an object is allowed to oscillate without any external forces

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Natural frequency

The frequency of a free oscillation

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Forced Oscillation

When a periodic driving force is applied to an oscillator

E.g: vibration generator

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Resonance

Occurs when:

  • Driving frequency = natural frequency

Results in the amplitude of oscillations increasing dramatically

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Damping Forced oscillations

Has the effect of reducing the amplitude of oscillations

Degree of damping also affects frequency of driver at max amplitude

For light Damping:

  • max amplitude at natural frequency of forced oscillator

As amount of damping increases:

  • Amplitude of vibration at any frequency decreases

  • Max amplitude occurs at lower frequency than f0

  • Peak n graph becomes flatter and broader

<p>Has the effect of reducing the amplitude of oscillations</p><p>Degree of damping also affects frequency of driver at max amplitude</p><p>For light Damping:</p><ul><li><p>max amplitude at natural frequency of forced oscillator</p></li></ul><p>As amount of damping increases:</p><ul><li><p>Amplitude of vibration at any frequency decreases</p></li><li><p>Max amplitude occurs at lower frequency than f<sub>0</sub></p></li><li><p>Peak n graph becomes flatter and broader</p></li></ul><p></p>