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Simple Harmonic Motion (SHM) – Cambridge IGCSE/A‑Level Physics (9702)

These notes cover the full syllabus requirements for sections 17.1 – 17.3, with explicit statements, derivations, quantitative examples and guidance on the sketches that are required in the examinations.


1. Kinematics of an Undamped SHM System

1.1 Standard equations (with phase constant φ)

  • Displacement \[ x(t)=x_{0}\sin(\omega t+\phi) \]
  • Velocity – obtained by differentiation \[ v(t)=\frac{dx}{dt}=x_{0}\omega\cos(\omega t+\phi)=\omega x_{0}\cos(\omega t+\phi) \]
  • Acceleration – second derivative \[ a(t)=\frac{d^{2}x}{dt^{2}}=-x_{0}\omega^{2}\sin(\omega t+\phi)=-\omega^{2}x(t) \]

For many exam questions the time origin is chosen so that the phase constant is zero. In that case the three equations become

\[ \boxed{x=x_{0}\sin\omega t},\qquad \boxed{v=v_{0}\cos\omega t},\qquad \boxed{a=-\omega^{2}x}, \] where the maximum speed is \(v_{0}=\omega x_{0}\).

1.2 Velocity expressed directly in terms of displacement

Using the conservation of mechanical energy (see §2) we obtain

\[ \boxed{v=\pm\,\omega\sqrt{x_{0}^{2}-x^{2}}} \]

The “\(\pm\)” sign indicates the direction of motion: “+’’ when the particle moves away from the equilibrium position, “–’’ when it moves back towards equilibrium.

1.3 Example – finding the speed at a given displacement

A mass‑spring system has \(\omega=10\;\text{rad s}^{-1}\) and amplitude \(x_{0}=0.04\;\text{m}\). Find the speed when the mass is halfway between the centre and the extreme position.

\[ x=\frac{x_{0}}{2}=0.02\;\text{m}\quad\Longrightarrow\quad v=\pm\omega\sqrt{x_{0}^{2}-x^{2}} =\pm10\sqrt{(0.04)^{2}-(0.02)^{2}} =\pm10\sqrt{1.2\times10^{-3}} =\pm0.35\;\text{m s}^{-1}. \]

2. Energy in Simple Harmonic Motion

2.1 Expressions

  • Kinetic energy \(K=\frac12 mv^{2}\)
  • Elastic (potential) energy \(U=\frac12 kx^{2}\)
  • Total mechanical energy (constant)  \[ E=K+U=\frac12 m\omega^{2}x_{0}^{2} \]

2.2 Quantitative example – determining the amplitude from a given energy

A 0.25 kg mass on a spring oscillates with angular frequency \(\omega=6\;\text{rad s}^{-1}\). The total mechanical energy is \(E=0.45\;\text{J}\). Find the amplitude \(x_{0}\).

\[ E=\frac12 m\omega^{2}x_{0}^{2} \;\Longrightarrow\; x_{0}= \sqrt{\frac{2E}{m\omega^{2}}} =\sqrt{\frac{2\times0.45}{0.25\times36}} =\sqrt{0.10}=0.316\;\text{m}. \]

2.3 Energy‑time diagram (exam sketch)

  • At the equilibrium position (\(x=0\)) the kinetic energy is maximum \((K_{\max}=E)\) and the potential energy is zero.
  • At the turning points (\(x=\pm x_{0}\)) the kinetic energy is zero and the potential energy equals the total energy.
  • The two curves are sinusoidal in \(\sin^{2}\) and \(\cos^{2}\) respectively and are always out of phase by \(\pi/2\); their sum is a horizontal straight line at \(E\).

3. Damped Simple Harmonic Motion

3.1 Differential equation

\[ \boxed{\ddot x+2\beta\dot x+\omega_{0}^{2}x=0}, \qquad\beta\;( \text{s}^{-1})\text{ is the damping coefficient, }\; \omega_{0}=\sqrt{k/m}. \]

3.2 Types of damping – conditions, solutions and physical meaning

Damping typeConditionDisplacement solutionPhysical interpretation
Underdamped \(\beta<\omega_{0}\) \(x(t)=A\,e^{-\beta t}\sin(\omega_{d}t+\phi)\) Oscillations persist but the amplitude decays exponentially with time‑constant \(1/\beta\). \(\omega_{d}=\sqrt{\omega_{0}^{2}-\beta^{2}}\) is the damped angular frequency.
Critically damped \(\beta=\omega_{0}\) \(x(t)=(A+Bt)\,e^{-\omega_{0}t}\) The system returns to equilibrium as quickly as possible without overshooting; no oscillation occurs.
Over‑damped \(\beta>\omega_{0}\) \(x(t)=A\,e^{-(\beta+\sqrt{\beta^{2}-\omega_{0}^{2}})t}+B\,e^{-(\beta-\sqrt{\beta^{2}-\omega_{0}^{2}})t}\) Two exponential terms with different decay rates; motion is non‑oscillatory and slower than the critically damped case.

3.3 Sketches required by the syllabus

  • Underdamped: sinusoidal curve whose peaks decrease exponentially (draw an envelope \( \pm A e^{-\beta t}\)).
  • Critically damped: a single smooth curve that approaches the equilibrium asymptotically without crossing it.
  • Over‑damped: a curve that also approaches equilibrium without crossing, but with a noticeably slower initial fall compared with the critically damped case.

3.4 Energy loss in damped motion

Because the damping force is proportional to velocity (\(F_{\text{d}}=-2\beta m v\)), the mechanical energy decays as

\[ E(t)=E_{0}\,e^{-2\beta t}. \]

3.5 Example – exponential decay of amplitude and energy

A mass‑spring oscillator has \(\beta=0.8\;\text{s}^{-1}\) and initial amplitude \(A_{0}=5.0\;\text{cm}\). Find the amplitude and the mechanical energy after 3 s.

\[ A(t)=A_{0}e^{-\beta t}=5.0\,e^{-0.8\times3}=5.0\,e^{-2.4}=0.45\;\text{cm}. \] \[ E(t)=E_{0}e^{-2\beta t}=E_{0}e^{-1.6\times3}=E_{0}e^{-4.8}=0.008\,E_{0}. \] Thus after 3 s the amplitude has fallen to less than 1 % of its original value and the mechanical energy is reduced to about 0.8 % of the initial energy.

4. Forced Oscillations and Resonance

4.1 Equation of motion

\[ \boxed{\ddot x+2\beta\dot x+\omega_{0}^{2}x=\frac{F_{0}}{m}\cos(\omega_{d}t)}, \] where \(\omega_{d}\) is the driving (angular) frequency and \(F_{0}\) the amplitude of the driving force.

4.2 Steady‑state (particular) solution

\[ x(t)=X(\omega_{d})\cos\!\bigl(\omega_{d}t-\delta\bigr), \] \[ X(\omega_{d})=\frac{F_{0}/m}{\sqrt{(\omega_{0}^{2}-\omega_{d}^{2})^{2}+(2\beta\omega_{d})^{2}}},\qquad \tan\delta=\frac{2\beta\omega_{d}}{\;\omega_{0}^{2}-\omega_{d}^{2}\;}. \]

4.3 Resonance

  • Maximum amplitude occurs when the denominator of \(X(\omega_{d})\) is minimum. For light damping (\(\beta\ll\omega_{0}\)) the peak is very close to \(\omega_{d}=\omega_{0}\).
  • Quality factor (syllabus definition) \[ Q=\frac{\omega_{0}}{2\beta}. \]
  • Bandwidth (full width at half‑maximum) \[ \Delta\omega=\frac{\omega_{0}}{Q}=2\beta. \] The amplitude‑frequency curve is a Lorentzian centred at \(\omega_{0}\) with half‑maximum points at \(\omega_{0}\pm\beta\).

4.4 Sketch required by the syllabus

Draw a smooth curve of \(X(\omega_{d})\) versus \(\omega_{d}\):

  • Peak at \(\omega_{0}\) (label “resonance”).
  • Mark the half‑maximum amplitude and show the two frequencies \(\omega_{0}\pm\beta\); the distance between them is \(\Delta\omega\).
  • Indicate the quality factor \(Q\) on the sketch (higher \(Q\) ⇒ sharper peak).

4.5 Example – RLC circuit (forced electrical analogue)

Series RLC circuit: \(L=0.12\;\text{H}\), \(C=80\;\mu\text{F}\), \(R=6\;\Omega\).

\[ \omega_{0}=\frac{1}{\sqrt{LC}}=\frac{1}{\sqrt{0.12\times80\times10^{-6}}}=288\;\text{rad s}^{-1}. \] \[ \beta=\frac{R}{2L}= \frac{6}{0.24}=25\;\text{s}^{-1}. \] \[ Q=\frac{\omega_{0}}{2\beta}= \frac{288}{50}=5.8. \] \[ \Delta\omega=2\beta=50\;\text{rad s}^{-1}. \] Hence the resonance curve is centred at \(288\;\text{rad s}^{-1}\) with half‑maximum points at \(263\) and \(313\;\text{rad s}^{-1}\).

5. Phase Relationships

QuantityExpressionMaximum valueValue when the other quantity is zero
Displacement\(x=x_{0}\sin(\omega t+\phi)\)\(|x|_{\max}=x_{0}\)\(x=0\) when \(v=\pm v_{0}\)
Velocity\(v=\omega x_{0}\cos(\omega t+\phi)\)\(|v|_{\max}=v_{0}=\omega x_{0}\)\(v=0\) when \(|x|=x_{0}\)
Acceleration\(a=-\omega^{2}x_{0}\sin(\omega t+\phi)=-\omega^{2}x\)\(|a|_{\max}=a_{0}=\omega^{2}x_{0}\)\(a=0\) when \(x=0\)

Thus the three quantities are all sinusoidal and are displaced by \(\pi/2\) rad (90°) with respect to each other.


6. Graphical Interpretation (required sketches)

  • Displacement–time (x‑t) graph: sinusoidal, amplitude \(x_{0}\), period \(T=2\pi/\omega\).
  • Velocity–time (v‑t) graph: cosine curve; peaks occur at the equilibrium crossings of the x‑t graph.
  • Acceleration–time (a‑t) graph: negative sine; identical shape to the x‑t graph but opposite sign and scaled by \(\omega^{2}\).
  • Kinetic‑energy vs. time: proportional to \(\sin^{2}(\omega t+\phi)\); maximum at equilibrium.
  • Potential‑energy vs. time: proportional to \(\cos^{2}(\omega t+\phi)\); maximum at the turning points.
  • All energy graphs are out of phase by \(\pi/2\) and sum to a horizontal line representing the constant total energy.

These sketches are explicitly required in the Cambridge exam for “graphical analysis of SHM”.


7. Links to Other Syllabus Topics

7.1 Waves (Section 7)

A transverse wave on a stretched string can be regarded as a series of coupled mass‑spring oscillators. For a small element of mass \(\Delta m\) the restoring force is provided by the tension \(T\), leading to the wave speed

\[ v_{\text{wave}}=\sqrt{\frac{T}{\mu}},\qquad \mu=\frac{\Delta m}{\Delta x}. \]

This result follows directly from the SHM equation \(\ddot y = -(T/\mu) \, \partial^{2}y/\partial x^{2}\).

7.2 Alternating Currents (Section 21) – LC Oscillator

In a lossless LC circuit the charge \(q\) on the capacitor obeys

\[ L\ddot q + \frac{q}{C}=0, \]

which is mathematically identical to \(\ddot x +\omega_{0}^{2}x=0\) with \(\omega_{0}=1/\sqrt{LC}\). Hence the charge and the current oscillate with the same angular frequency as a mass‑spring system, and the concepts of resonance and quality factor are directly transferable.

7.3 Quantum Physics (Section 22) – Quantum Harmonic Oscillator

The potential energy of a quantum harmonic oscillator is \(U(x)=\tfrac12 kx^{2}\), exactly the same as the classical SHM. The Schrödinger equation then yields discrete energy levels \(E_{n}=\hbar\omega\left(n+\tfrac12\right)\). The classical expressions for \(\omega\) and for the shape of the potential remain valid, providing the conceptual bridge between the two topics.


8. Symbol Table (Cambridge style)

SymbolQuantityUnitsTypical expression in SHM
\(x\)Displacement from equilibriumm\(x=x_{0}\sin(\omega t+\phi)\)
\(x_{0}\)AmplitudemMaximum \(|x|\)
\(v\)Velocitym s\(^{-1}\)\(v=\omega x_{0}\cos(\omega t+\phi)\)
\(v_{0}\)Maximum speedm s\(^{-1}\)\(v_{0}=\omega x_{0}\)
\(a\)Accelerationm s\(^{-2}\)\(a=-\omega^{2}x\)
\(\omega\)Angular frequencyrad s\(^{-1}\)\(\omega=2\pi f=\sqrt{k/m}\)
\(f\)FrequencyHz\(f=\omega/2\pi\)
\(T\)Periods\(T=2\pi/\omega\)
\(k\)Force constant (spring)N m\(^{-1}\)\(k=m\omega^{2}\)
\(\beta\)Damping coefficients\(^{-1}\)Appears in \(\ddot x+2\beta\dot x+\omega_{0}^{2}x=0\)
\(Q\)Quality factor\(Q=\omega_{0}/2\beta\)
\(F_{0}\)Driving‑force amplitudeNRHS of forced‑oscillation equation
\(E\)Total mechanical energyJ\(E=\tfrac12 m\omega^{2}x_{0}^{2}\)

9. Worked Example Set (exam‑style)

9.1 Undamped SHM – using energy

A 0.50 kg mass attached to a spring oscillates with \(\omega=12\;\text{rad s}^{-1}\). At the instant the displacement is \(x=0.03\;\text{m}\) the speed is measured to be \(0.42\;\text{m s}^{-1}\). Determine the amplitude \(x_{0}\).

\[ E=\tfrac12 m\omega^{2}x_{0}^{2} =\tfrac12 mv^{2}+\tfrac12 kx^{2} =\tfrac12 m\bigl(v^{2}+\omega^{2}x^{2}\bigr). \] \[ x_{0}= \sqrt{\frac{v^{2}+\omega^{2}x^{2}}{\omega^{2}}} =\sqrt{\frac{(0.42)^{2}+12^{2}(0.03)^{2}}{12^{2}}} =0.043\;\text{m}. \]

9.2 Damped SHM – amplitude decay and energy loss

A light‑damped oscillator has \(\beta=0.5\;\text{s}^{-1}\) and initial amplitude \(A_{0}=2.0\;\text{cm}\). Find (i) the amplitude after 4 s, and (ii) the fraction of the original mechanical energy remaining.

(i) \(A= A_{0}e^{-\beta t}=2.0\,e^{-0.5\times4}=2.0\,e^{-2}=0.27\;\text{cm}.\)

(ii) \(E=E_{0}e^{-2\beta t}=E_{0}e^{-1.0\times4}=E_{0}e^{-4}=0.018\,E_{0}.\)

9.3 Forced oscillation – resonance and Q‑factor

A series RLC circuit has \(L=0.05\;\text{H}\), \(C=200\;\mu\text{F}\) and \(R=4\;\Omega\). Calculate:

  1. \(\omega_{0}\) and the damping coefficient \(\beta\).
  2. The quality factor \(Q\) and the bandwidth \(\Delta\omega\).
  3. The driving frequency at which the current amplitude is half its maximum value.

Solution:

\[ \omega_{0}= \frac{1}{\sqrt{LC}}=\frac{1}{\sqrt{0.05\times200\times10^{-6}}}=316\;\text{rad s}^{-1}, \qquad \beta=\frac{R}{2L}= \frac{4}{0.10}=40\;\text{s}^{-1}. \] \[ Q=\frac{\omega_{0}}{2\beta}= \frac{316}{80}=3.95,\qquad \Delta\omega=2\beta=80\;\text{rad s}^{-1}. \] The half‑maximum occurs when the denominator of \(X(\omega_{d})\) is \(\sqrt{2}\) times its minimum value, giving \(|\omega_{d}-\omega_{0}|=\beta\). Hence the required driving frequencies are \(\omega_{d}= \omega_{0}\pm\beta = 276\) rad s\(^{-1}\) and \(356\) rad s\(^{-1}\).

10. Summary of Key Points for the Exam

  • Write the three kinematic equations with a phase constant, then specialise to \(\phi=0\) for the compact forms \(x=x_{0}\sin\omega t\), \(v=v_{0}\cos\omega t\), \(a=-\omega^{2}x\).
  • Derive \(v=\pm\omega\sqrt{x_{0}^{2}-x^{2}}\) from energy conservation; remember the sign convention.
  • State and use \(E=\tfrac12 m\omega^{2}x_{0}^{2}\); be ready to calculate any one of \(E\), \(\omega\) or \(x_{0}\).
  • Identify the three damping regimes, write the appropriate displacement solution, and sketch the corresponding \(x\!-\!t\) curves.
  • Show that mechanical energy in a damped system falls as \(e^{-2\beta t}\). Use this to answer quantitative decay questions.
  • For forced oscillations, write the amplitude‑frequency formula, define resonance, \(Q\) and bandwidth, and be able to sketch the Lorentzian curve.
  • Link SHM to waves (wave speed), AC circuits (LC oscillator) and quantum mechanics (harmonic potential).

With these statements, derivations, examples and sketch‑guidelines you will have full coverage of the Cambridge AS & A‑Level Physics requirements for Simple Harmonic Motion.

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