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Oscillations

A-Level Physics 9702 · Topic 17 revision notes · A2

Simple harmonic motion defined by a = -ω2x, its displacement, velocity and acceleration graphs, energy interchange, damping and resonance.

16 definitions to learn word for word, 15 equations in their own column, 12 diagrams and graphs. Read it, cover it, test yourself.

  1. 17.1a Describing oscillations
  2. 17.1b Simple harmonic motion: definition and equations
  3. 17.1c Graphs of displacement, velocity and acceleration
  4. 17.2 Energy in simple harmonic motion
  5. 17.3a Damped oscillations
  6. 17.3b Forced oscillations and resonance
Definitions (mark-scheme wording)EquationsExam traps

17.1aDescribing oscillations

Definitions

Displacement (x)
the distance from the equilibrium position in a specified direction.
Amplitude (x0)
the maximum displacement from the equilibrium position.
Period (T)
the time taken for one complete oscillation.
Frequency (f)
the number of oscillations per unit time.
Angular frequency (ω)
the rate of change of phase angle; ω = 2πf.
Phase difference
the fraction of a cycle between two oscillations, expressed as an angle (2π rad = one cycle).

Key points

  • One complete oscillation corresponds to a phase change of 2π rad (360°).
  • Two oscillations with the same frequency and a time lag Δt have phase difference 2πΔt / T.
  • In phase: difference 0 (or 2π); in antiphase: difference π rad.
  • Angular frequency is measured in rad s-1; it is not an angular speed of anything physically rotating.
x / mt / s x0 -x0 period T
Displacement-time graph: amplitude x0 is the peak height; period T is one full cycle.
x / m Δt = T/4 A B φ = 2πΔt/T = π/2 rad
Oscillation B lags A by a quarter period: phase difference π/2 rad (90°).

Watch out!

  • Phase difference in radians: use 2πΔt/T, not Δt/T.
  • Amplitude is measured from the equilibrium position, not peak to trough.

17.1bSimple harmonic motion: definition and equations

Definitions

Simple harmonic motion
motion in which the acceleration is proportional to the displacement from a fixed point and is always directed towards that point.

Key points

  • Defining equation a = -ω2x: the minus sign means acceleration is opposite to displacement.
  • The restoring force is proportional to displacement and directed towards equilibrium.
  • Period of SHM is independent of amplitude (isochronous).
  • Starting at equilibrium: x = x0 sin ωt and v = v0 cos ωt. Starting at an extreme: x = x0 cos ωt.
  • Maximum acceleration ω2x0 at the extremes; maximum speed ωx0 at the centre.
  • A graph of a against x is a straight line through the origin with gradient -ω2.
ax -x0 +x0 gradient = -ω²
a against x for SHM: straight line through the origin, gradient -ω2.
m x restoring force equilibrium position
Mass-spring oscillator: displaced by x, the restoring force points back towards equilibrium.

Watch out!

  • Forgetting the minus sign: a and x are always in opposite directions.
  • Use radians on the calculator for sin ωt and cos ωt.

17.1cGraphs of displacement, velocity and acceleration

Definitions

Antiphase
a phase difference of π rad (half a cycle) between two oscillations.

Key points

  • Velocity leads displacement by a quarter cycle (π/2 rad).
  • Acceleration is in antiphase with displacement (π rad).
  • v is the gradient of the x-t graph; a is the gradient of the v-t graph.
  • At the extremes: x = ±x0, v = 0, |a| maximum. At the centre: x = 0, |v| maximum, a = 0.
  • A v-x graph is an ellipse; its intercepts are ±x0 and ±v0.
xva t
x, v and a against time: the dashed line marks an extreme, where v = 0 and a is most negative.
vx +x0 -x0 v0 = ωx0
v against x is an ellipse: v = 0 at x = ±x0, maximum speed v0 = ωx0 at x = 0.

Watch out!

  • Where x is maximum, v is zero, not maximum.
  • Velocity and acceleration are not in phase: a is greatest where v is zero.

17.2Energy in simple harmonic motion

Definitions

Energy interchange in SHM
kinetic energy and potential energy continuously interchange, the total energy remaining constant (no damping).

Key points

  • At the centre: energy all kinetic. At the extremes: energy all potential.
  • Total energy ∝ x02: doubling the amplitude quadruples the energy.
  • Ek = ½mω2(x02 - x2); Ep = ½mω2x2; they add to the constant total.
  • Against time, Ek and Ep each vary at twice the oscillation frequency.
  • Energy graphs against x are parabolas; against t they are sin2 and cos2 shapes, never negative.
energyx total E KE PE -x0 +x0
Energy against displacement: KE greatest at the centre, PE at the extremes; the sum is constant.
energyt total PE KE T
Energy against time (starting at the centre): KE and PE swap twice per period.

Watch out!

  • Energy goes as amplitude squared: halving x0 gives a quarter of the energy.
  • KE and PE vary with period T/2, not T.

17.3aDamped oscillations

Definitions

Damping
the loss of energy from an oscillating system, caused by resistive forces, resulting in a decrease in amplitude.
Light damping
the system oscillates with gradually decreasing amplitude.
Critical damping
the system returns to equilibrium in the shortest possible time without oscillating.
Heavy damping
the system returns slowly to equilibrium without oscillating.

Key points

  • Resistive forces (friction, air resistance, viscosity) always act against the velocity, removing energy.
  • Light damping: amplitude decays roughly exponentially; period almost unchanged.
  • Critical damping is used in car suspensions and meter needles: fastest settling, no overshoot.
  • Heavy damping: slower return than critical, still no oscillation.
x / mt / s light damping exponential envelope
Light damping: oscillations continue while the amplitude decays inside an exponential envelope.
x / mt / s critical heavy
Critical damping returns to equilibrium fastest with no overshoot; heavy damping creeps back slowly.

Watch out!

  • Critical damping is the minimum damping that prevents oscillation, not "maximum damping".
  • Damping reduces the amplitude, not (noticeably) the frequency, when it is light.

17.3bForced oscillations and resonance

Definitions

Natural frequency (f0)
the frequency at which a system oscillates when displaced and left to oscillate freely.
Forced oscillation
an oscillation in which a periodic driving force makes the system oscillate at the driving frequency.
Resonance
the maximum amplitude of vibration when the driving frequency equals the natural frequency of the system.

Key points

  • A forced system oscillates at the driving frequency, not its natural frequency.
  • At resonance energy is transferred from the driver most efficiently.
  • Increasing damping: resonance peak lower and broader, and the peak moves to a slightly lower frequency.
  • Useful resonance: microwave heating, MRI, tuning a radio circuit, musical instruments.
  • Harmful resonance: bridges and buildings in wind or earthquakes, vibrating machinery; reduced by damping.
amplitudedriving frequency f0 light damping heavy damping
Resonance curves: amplitude peaks at the natural frequency f0; heavier damping gives a lower, broader peak.
signal gen. vibrator m driving f spring resonance when f = f0
Forced oscillation: a vibration generator drives a mass-spring system; vary the driving frequency to find resonance.

Watch out!

  • Resonance is when the driving frequency equals the natural frequency; the system always oscillates at the driving frequency.
  • Damping does not remove resonance; it lowers and broadens the peak.
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