Energy in SHM & Damping Revision Notes | A Level AQA Physics
Energy in SHM & Damping: Understand the interchange of kinetic and potential energy in SHM, and investigate the effects of damping on oscillations.
Energy in SHM & Damping is part of Periodic motion (A-level only) in A Level AQA Physics.
5 min
Reading time
16
Lessons in this topic
A Level AQA
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Reviewed by Revise Right
Content review
What this lesson covers
Energy in SHM & Damping: Understand the interchange of kinetic and potential energy in SHM, and investigate the effects of damping on oscillations.
Describe how kinetic energy, potential energy, and total mechanical energy vary with displacement and time in simple harmonic motion
Explain the interchange between kinetic and potential energy during one complete oscillation
Calculate kinetic and potential energy at any given displacement using SHM energy equations
Describe the effects of light, heavy, and critical damping on oscillation amplitude and frequency
Key ideas to keep in view
Use this lesson to stay inside Periodic motion (A-level only) while connecting the detail back to the wider Further mechanics and thermal physics (A-level only) topic.
Simple harmonic motion (SHM): Oscillatory motion in which acceleration is directly proportional to displacement from equilibrium and always directed towards the equilibrium position.
Damping: The process by which energy is removed from an oscillating system, causing the amplitude to decrease over time.
Critical damping: The minimum level of damping that returns a system to equilibrium in the shortest possible time without oscillating.
Natural frequency: The frequency at which a system oscillates freely when displaced and released, with no driving force or energy input.
Revision notes
Read the core explanations from Energy in SHM & Damping before testing yourself from memory.
1. Energy in SHM: The Big Picture
Picture a mass on a spring, pulled to one side and released. As it swings back and forth, something remarkable is happening: energy is constantly being traded between two forms — kinetic energy ($E_k$) and elastic potential energy ($E_p$) — yet the total never changes. That energy exchange is the heartbeat of simple harmonic motion.
This is a direct consequence of SHM's defining feature: the restoring force is always proportional to displacement. Where the displacement is greatest, the restoring force is greatest, the velocity is zero, and all the energy is stored as potential energy. At the equilibrium position, displacement is zero, the restoring force is zero, and all the energy has converted to kinetic energy.
Notice that the total energy depends on the square of the amplitude. Double the amplitude and you quadruple the total energy stored in the system. This is a key exam result worth committing to memory.
2. Energy Variation with Displacement
To see how $E_k$ and $E_p$ vary with displacement $x$, start from the SHM velocity equation. The velocity at displacement $x$ in a system with amplitude $A$ is given by $v = \omega\sqrt{A^2 - x^2}$. Substituting this into the kinetic energy formula gives the result below.
Because total energy is constant at $\frac{1}{2}m\omega^2 A^2$, the potential energy at displacement $x$ follows directly: $E_p = E_{total} - E_k$. Subtracting gives the expression below.
Both $E_k$ and $E_p$ are parabolic functions of displacement. $E_p$ is a upward-opening parabola (zero at $x = 0$, maximum at $x = \pm A$), while $E_k$ is a downward-opening parabola (maximum at $x = 0$, zero at $x = \pm A$). Their sum is always the flat horizontal line representing $E_{total}$.
3. Energy Variation with Time
Displacement in SHM varies sinusoidally with time. If the oscillator starts at maximum displacement (a cosine start), then $x = A\cos(\omega t)$. Substituting into the energy expressions reveals how $E_k$ and $E_p$ vary with time.
Both $E_k$ and $E_p$ oscillate at twice the frequency of the displacement. In one complete oscillation, the kinetic energy rises and falls twice — once as the mass passes through equilibrium going one way, and once as it passes through going the other. The total energy remains constant throughout, tracing a flat horizontal line on an energy-time graph.
4. Worked Calculation: Energy at a Given Displacement
The energy equations look clean on paper, but exam questions often require you to apply them carefully with given values. Here is a structured walkthrough of a typical calculation — pay attention to how the total energy acts as a bridge between $E_k$ and $E_p$.
Worked example: Calculating kinetic and potential energy at a given displacement
A mass of 0.200 kg oscillates in SHM with amplitude $A = 0.080$ m and angular frequency $\omega = 5.0$ rad s$^{-1}$. Calculate (a) the total energy of the system, (b) the kinetic energy when the displacement is $x = 0.060$ m, and (c) the potential energy at that same displacement.
$E_{total} = \frac{1}{2}m\omega^2 A^2 = \frac{1}{2} \times 0.200 \times (5.0)^2 \times (0.080)^2$ — Write the total energy formula first. Every quantity must carry its unit at substitution.
$(5.0)^2 = 5.0 \times 5.0 = 25.0$ \quad $(0.080)^2 = 0.080 \times 0.080 = 0.0064$ — Expand powers longhand to avoid arithmetic errors — a common source of lost marks.
$E_{total} = \frac{1}{2} \times 0.200 \times 25.0 \times 0.0064 = 0.100 \times 25.0 \times 0.0064 = 2.5 \times 0.0064 = 0.016$ J — Work through the multiplication in stages. $E_{total} = 0.016$ J [A1]
$A^2 - x^2 = 0.0064 - 0.0036 = 0.0028$
$E_k = 0.100 \times 25.0 \times 0.0028 = 2.5 \times 0.0028 = 0.0070$ J — $E_k = 7.0 \times 10^{-3}$ J [A1]. Notice this is less than $E_{total}$ — as expected, since the mass is not at equilibrium.
Real oscillators never maintain constant amplitude indefinitely. A pendulum slows down; a car suspension settles after a bump. Energy is gradually transferred to the surroundings — usually as thermal energy through air resistance or friction. This process is called damping, and understanding its different degrees is essential for the AQA specification.
There are three distinct degrees of damping, each producing a qualitatively different response. Examiners frequently ask you to describe or sketch these — so the differences must be precise, not vague.
Type of damping
What happens to amplitude
Does it oscillate?
Typical context
Light damping
Decreases gradually, exponentially
Yes — many oscillations occur
Pendulum in air, guitar string
Heavy (over) damping
Returns to equilibrium slowly, no oscillation
No
Door closer mechanism
Critical damping
Returns to equilibrium in minimum time, no oscillation
No
Car suspension, galvanometer
Light damping is the most commonly tested. The amplitude decreases exponentially with time — each successive peak is smaller than the previous one by the same fractional amount. Crucially, the frequency (and therefore the period) of a lightly damped oscillator remains approximately equal to the natural frequency. The damping reduces amplitude, not frequency.
Critical damping is the boundary case between oscillatory and non-oscillatory behaviour. It returns the system to equilibrium faster than heavy damping, which is why it is used in engineering applications where overshoot would be dangerous or inconvenient — such as in the suspension of a car or the needle of a measuring instrument.
6. Effect of Damping on Energy
Recall from Section 2 that total energy is proportional to $A^2$. This connection is crucial when damping is present. As amplitude decreases due to damping, the total mechanical energy of the system decreases proportionally to $A^2$ — so if amplitude decays exponentially as $A \propto e^{-\gamma t}$, the total energy decays as $e^{-2\gamma t}$, at twice the exponential decay rate of the amplitude. Energy is dissipated to the surroundings as thermal energy.
For light damping, the energy-time graph shows an exponential decay, mirroring the exponential decay of amplitude. The rate at which energy is lost depends on the strength of the damping force: a stronger resistive force removes energy more rapidly, leading to faster amplitude reduction.
7. Exam Technique and Common Mistakes
Energy in SHM and damping questions appear regularly in AQA Paper 1. The marks are often lost not through misunderstanding the physics, but through imprecise language or arithmetic slips. The guidance below targets the most frequent errors seen in mark schemes.
Sources and content standards
Published by Revise Right. Use the official specification reference to check the requirements for your course. Content updated: 2026-09-12.
This is a direct consequence of SHM's defining feature: the restoring force is always proportional to displacement. Where the displacement is greatest, the restoring force is greatest, the velocity is zero, and all the energy is stored as potential energy. At the equilibrium position, displacement is zero, the restoring force is zero, and all the energy has converted to kinetic energy.
What should I learn from this Physics lesson?
By the end of this lesson, you should be able to Describe how kinetic energy, potential energy, and total mechanical energy vary with displacement and time in simple harmonic motion; Explain the interchange between kinetic and potential energy during one complete oscillation; Calculate kinetic and potential energy at any given displacement using SHM energy equations; Describe the effects of light, heavy, and critical damping on oscillation amplitude and frequency.
How should I revise Energy in SHM & Damping?
Read each section, then close the notes and explain the idea from memory. Check your explanation against the page and finish with an exam question from Further mechanics and thermal physics (A-level only).