recall and use E = 21mω2x02 for the total energy of a system undergoing simple harmonic motion

Simple Harmonic Oscillations – Total Mechanical Energy (Cambridge 9702 – Codes 17.1‑17.3)


1. Syllabus Coverage Overview

Syllabus CodeWhat the Syllabus ExpectsWhat These Notes ProvideComments / Gaps
17.1Definition of SHM, equations of motion, total mechanical energy \(E=\tfrac12 m\omega^{2}x_{0}^{2}\) and its constancy, link to \(k\) and \(\omega\).Full derivation, SHM equations, energy‑vs‑time graph, table of characteristic points, worked examples, practice questions.✓ Covered.
17.2Derive and use the energy formula; discuss kinetic ↔ potential energy exchange; explain why total energy is constant.Derivation, energy‑exchange discussion, “Common mistakes”, conversion reminders.✓ Covered.
17.3Explain damping (light, critical, heavy), forced oscillations, resonance; sketch displacement‑time graphs for each case.Brief subsection added (see § 7).Partial – only introductory description; no quantitative treatment.
AO3 – Practical SkillsPlan, conduct and analyse a SHM investigation; evaluate uncertainties; suggest improvements.Mini‑lab outline with added guidance on uncertainty analysis and systematic‑error evaluation.✓ Enhanced.
Cross‑topic LinksRelate SHM to pendulums, LC circuits, wave‑particle duality, etc.Section 8 added with explicit links.✓ Added.


2. Learning Objective (AO1)

Recall and use the formula for the total mechanical energy of a system undergoing simple harmonic motion (SHM):

\$E = \frac{1}{2}\,m\,\omega^{2}\,x_{0}^{2}\$


3. Key Terms (AO1)

SymbolQuantityDefinition / Relationship
\(m\)MassMass of the oscillating object (kg)
\(k\)Spring constantForce required per unit extension (N m\(^{-1}\))
\(\omega\)Angular frequency\(\displaystyle\omega = \sqrt{\frac{k}{m}} = 2\pi f = \frac{2\pi}{T}\) (rad s\(^{-1}\))
\(f\)FrequencyNumber of cycles per second (Hz); \(f = \omega/2\pi\)
\(T\)PeriodTime for one complete cycle; \(T = 2\pi/\omega\)
\(x_{0}\)AmplitudeMaximum displacement from equilibrium (m)
\(K\)Kinetic energy\(K = \tfrac12 m v^{2}\) (J)
\(U\)Elastic potential energy\(U = \tfrac12 k x^{2} = \tfrac12 m\omega^{2}x^{2}\) (J)


4. Simple Harmonic Motion Equations (AO1)

  • Restoring force: \(\displaystyle F = -kx\) (directly proportional to displacement).
  • Displacement: \(\displaystyle x(t)=x_{0}\cos(\omega t+\phi)\).
  • Velocity: \(\displaystyle v(t)= -\omega x_{0}\sin(\omega t+\phi).\)
  • Acceleration: \(\displaystyle a(t)= -\omega^{2}x_{0}\cos(\omega t+\phi).\)
  • Maximum speed: \(v{\max}= \omega x{0}\).


5. Derivation of the Total‑Energy Formula (AO2)

  1. Write kinetic and potential energies:

    \[

    K = \tfrac12 m v^{2}, \qquad

    U = \tfrac12 k x^{2}.

    \]

  2. Replace \(k\) using \(\displaystyle k = m\omega^{2}\):

    \[

    U = \tfrac12 m\omega^{2}x^{2}.

    \]

  3. Insert the SHM expressions for \(x(t)\) and \(v(t)\) (choose \(\phi =0\) for simplicity):

    \[

    K = \tfrac12 m\omega^{2}x_{0}^{2}\sin^{2}(\omega t),\qquad

    U = \tfrac12 m\omega^{2}x_{0}^{2}\cos^{2}(\omega t).

    \]

  4. Sum the two energies:

    \[

    E = K+U = \tfrac12 m\omega^{2}x_{0}^{2}\bigl[\sin^{2}(\omega t)+\cos^{2}(\omega t)\bigr]

    = \boxed{\tfrac12 m\omega^{2}x_{0}^{2}}.

    \]

Because \(\sin^{2}\theta+\cos^{2}\theta = 1\), the total energy is independent of time – it is a constant of the motion.


6. Energy at Characteristic Points (AO1)

Position \(x\)Velocity \(v\)Kinetic Energy \(K\)Potential Energy \(U\)Total Energy \(E\)
\(x=0\) (equilibrium)\(v=\pm\omega x_{0}\)\(\tfrac12 m\omega^{2}x_{0}^{2}\)0\(\tfrac12 m\omega^{2}x_{0}^{2}\)
\(x=\pm x_{0}\) (amplitude)00\(\tfrac12 m\omega^{2}x_{0}^{2}\)
\(x=\pm\frac{x_{0}}{\sqrt2}\)\(\pm\frac{\omega x_{0}}{\sqrt2}\)\(\tfrac14 m\omega^{2}x_{0}^{2}\)\(\tfrac14 m\omega^{2}x_{0}^{2}\)


7. Graphical Illustration (AO1 – 17.2)

Kinetic and potential energy versus time for SHM

Blue: kinetic energy; red: elastic potential energy; black: total energy (constant) \(E=\tfrac12 m\omega^{2}x_{0}^{2}\).


8. Worked Example 1 – Using Angular Frequency (AO2)

Problem: A 0.25 kg mass is attached to a spring with \(k = 100\ \text{N m}^{-1}\). It is pulled 5 cm from equilibrium and released. Find the total mechanical energy.

  1. Angular frequency:

    \[

    \omega = \sqrt{\frac{k}{m}} = \sqrt{\frac{100}{0.25}} = 20\ \text{rad s}^{-1}.

    \]

  2. Amplitude: \(x_{0}=0.05\ \text{m}\).
  3. Energy:

    \[

    E = \frac12(0.25)(20)^{2}(0.05)^{2}=0.125\ \text{J}.

    \]

Answer: \(E = 0.125\ \text{J}\) (constant throughout the motion).


9. Worked Example 2 – Starting from the Period (AO2)

Problem: A 0.40 kg block oscillates with period \(T = 0.50\ \text{s}\) and amplitude \(0.06\ \text{m}\). Determine the spring constant \(k\) and the total mechanical energy.

  1. Angular frequency:

    \[

    \omega = \frac{2\pi}{T}= \frac{2\pi}{0.50}=12.57\ \text{rad s}^{-1}.

    \]

  2. Spring constant:

    \[

    k = m\omega^{2}=0.40(12.57)^{2}=63.2\ \text{N m}^{-1}.

    \]

  3. Energy:

    \[

    E = \tfrac12 m\omega^{2}x_{0}^{2}

    = \tfrac12(0.40)(12.57)^{2}(0.06)^{2}

    \approx 0.11\ \text{J}.

    \]

Answer: \(k \approx 63\ \text{N m}^{-1}\), \(E \approx 0.11\ \text{J}\).


10. Conversion Pitfall Reminder (AO2)

  • Always convert linear frequency \(f\) to angular frequency \(\omega\) before using the energy formula: \(\omega = 2\pi f\).
  • Do not insert the period \(T\) directly; first compute \(\omega = 2\pi/T\).
  • Check units: \(m\) in kg, \(x_{0}\) in metres, \(\omega\) in rad s\(^{-1}\) → \(E\) in joules.


11. Practice Questions (AO2)

  1. A 0.5 kg block oscillates on a frictionless horizontal spring with \(\omega = 10\ \text{rad s}^{-1}\) and amplitude \(x_{0}=0.08\ \text{m}\). Calculate the total mechanical energy.
  2. If a simple pendulum (treated as a mass‑spring analogue) has total energy \(2.0\ \text{J}\) and \(\omega = 4\ \text{rad s}^{-1}\), find its amplitude.
  3. During SHM, the kinetic energy is observed to be \(3.0\ \text{J}\) when the displacement equals half the amplitude. Determine the total energy of the system.


12. Common Mistakes to Avoid (AO1)

  • Confusing the amplitude \(x_{0}\) with the instantaneous displacement \(x\). The energy formula uses the maximum displacement only.
  • Omitting the factor \(\tfrac12\) in the energy expression.
  • Using linear frequency \(f\) instead of angular frequency \(\omega\) without conversion.
  • Applying the formula to motions that are not simple harmonic (large‑angle pendulum, non‑linear springs, heavily damped systems).


13. Damped & Forced Oscillations – Brief Overview (17.3)

Although the energy formula above applies only to ideal (undamped) SHM, the syllabus also expects students to recognise the following concepts:

  • Light (underdamped) damping: Amplitude decays exponentially, displacement still sinusoidal; energy decreases as \(E(t)=E_{0}e^{-2\beta t}\) where \(\beta\) is the damping coefficient.
  • Critical damping: System returns to equilibrium without oscillating; fastest non‑oscillatory return.
  • Heavy (over‑damped) damping: Return to equilibrium is slower than critical; no oscillation.
  • Forced (driven) oscillations: An external periodic force \(F{\text{ext}}=F{0}\cos(\omega{\text{d}}t)\) produces a steady‑state amplitude that depends on the driving frequency \(\omega{\text{d}}\). Resonance occurs when \(\omega_{\text{d}}\) ≈ natural \(\omega\), giving the largest amplitude (limited by damping).
  • Typical displacement‑time sketches:

    • Undamped SHM – sinusoidal with constant amplitude.
    • Light damping – sinusoid with decreasing envelope.
    • Critical damping – exponential curve that just touches the equilibrium line.
    • Forced resonance – large steady‑state amplitude at \(\omega_{\text{d}}\approx\omega\).

These ideas are introduced qualitatively; quantitative treatment (e.g., logarithmic decrement) is beyond the scope of the current notes but can be added in a later module.


14. Cross‑Topic Links (Cambridge 9702)

  • Simple pendulum: For small angles, the restoring torque leads to \(\omega = \sqrt{g/L}\); the energy expression becomes \(E=\tfrac12 m g L \theta_{0}^{2}\).
  • LC circuit: Electrical analogue of SHM with \(\omega = 1/\sqrt{LC}\); total energy stored is \(\tfrac12 L I{0}^{2} = \tfrac12 C V{0}^{2}\).
  • Motion in a circle: Uniform circular motion of radius \(x{0}\) and angular speed \(\omega\) projects onto a SHM displacement \(x = x{0}\cos(\omega t)\). The kinetic energy of the circular motion equals the total SHM energy.
  • Quantum harmonic oscillator: The classical expression \(E=\tfrac12 m\omega^{2}x{0}^{2}\) mirrors the quantum result \(E{n} = \left(n+\tfrac12\right)\hbar\omega\), reinforcing the link between classical and quantum physics.


15. Mini‑Lab Outline – Investigating SHM (AO3)

Objective: Determine the angular frequency \(\omega\) of a mass‑spring system experimentally and verify that the measured total mechanical energy matches \(E=\tfrac12 m\omega^{2}x_{0}^{2}\).

  1. Equipment

    • Air‑track with low friction carriage.
    • Spring of known or unknown constant (attach to fixed end).
    • Set of calibrated masses.
    • Motion sensor or photogate + data‑acquisition software.
    • Ruler or digital caliper for measuring amplitude.

  2. Procedure

    • Attach the spring to the fixed end of the air‑track and place a mass \(m\) on the carriage.
    • Pull the carriage a measured distance \(x_{0}\) from equilibrium (record with ±0.5 mm uncertainty).
    • Release gently (no extra push) and record \(x(t)\) for at least 10 complete cycles.
    • Fit the data to a sinusoid \(x(t)=x_{0}\cos(\omega t+\phi)\) to obtain \(\omega\) and its standard error.
    • Calculate the theoretical total energy using the measured \(\omega\) and \(x{0}\). Optionally, compute kinetic energy at the equilibrium position from the measured maximum speed \(v{\max}= \omega x_{0}\) and compare with the theoretical value.

  3. Uncertainty Analysis

    • Mass \(m\): use the balance’s least count (e.g., ±0.001 kg).
    • Amplitude \(x_{0}\): combine ruler uncertainty with the fitting uncertainty from the sinusoidal fit.
    • Angular frequency \(\omega\): propagate the standard error from the fit; if using period measurement, combine timing uncertainty (stop‑watch or photogate) with the number of periods measured.
    • Energy uncertainty (propagation):

      \[

      \frac{\Delta E}{E}= \sqrt{\left(\frac{\Delta m}{m}\right)^{2}

      +\left(2\frac{\Delta\omega}{\omega}\right)^{2}

      +\left(2\frac{\Delta x{0}}{x{0}}\right)^{2}}.

      \]

  4. Evaluation

    • Compare experimental \(E{\text{exp}}\) with theoretical \(E{\text{theo}}\) using the percentage difference.
    • Discuss systematic errors (air‑track tilt, spring non‑linearity, friction) and suggest improvements (use a longer spring, increase mass to reduce relative friction, repeat with different amplitudes).


16. Summary (AO1)

  • The total mechanical energy of an ideal SHM system is constant and given by \(E=\tfrac12 m\omega^{2}x_{0}^{2}\).
  • Energy is continuously exchanged between kinetic and elastic potential forms; at any instant \(E=K+U\).
  • Accurate use of the formula requires the angular frequency \(\omega\); always convert from \(f\) or \(T\) first.
  • Understanding energy in SHM provides a foundation for later topics such as damping, resonance, and analogues in electrical and quantum systems.