understand and use the terms light, critical and heavy damping and sketch displacement–time graphs illustrating these types of damping

Cambridge A‑Level Physics 9702 – Damped and Forced Oscillations, Resonance

1. What is Damping?

  • Definition: Damping is the gradual loss of mechanical energy of an oscillating system caused by a resistive force that opposes the motion.
  • For a simple harmonic oscillator the resistive force is normally proportional to the velocity:

    \[

    F_{\text{damp}}=-b\,\dot x

    \]

    where b is the damping coefficient (kg s\(^{-1}\)).

  • The equation of motion is

    \[

    m\ddot x + b\dot x + kx = 0

    \]

    with

    • \(m\) – mass (kg)
    • \(k\) – spring constant (N m\(^{-1}\))
    • \(b\) – damping coefficient (kg s\(^{-1}\))

  • It is convenient to introduce

    \[

    \gamma=\frac{b}{2m}\qquad\text{(damping constant, s\(^{-1}\))}

    \]

    and the natural angular frequency of the undamped system

    \[

    \omega_{0}= \sqrt{\frac{k}{m}}\qquad\text{(rad s\(^{-1}\))}.

    \]

2. Critical Damping

The characteristic equation of the differential equation is

\[

mr^{2}+br+k=0.

\]

Its roots are

\[

r{1,2}= -\gamma\pm\sqrt{\gamma^{2}-\omega{0}^{2}}.

\]

When the discriminant is zero the two roots are equal; this defines the critical damping coefficient:

\[

b{c}=2\sqrt{mk}=2m\omega{0},\qquad\gamma{c}=\frac{b{c}}{2m}=\omega_{0}.

\]

At \(b=b_{c}\) the system returns to equilibrium as fast as possible without overshooting.

3. Three Damping Regimes (Syllabus 17.3)

RegimeCondition (relative to \(b_{c}\) or \(\gamma\))Typical motionDisplacement‑time sketch
Light (underdamped)\(b{c}\) or \(\gamma<\omega{0}\)Oscillatory motion whose amplitude decays exponentially.

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t

x

light (underdamped)

Critical\(b=b{c}\) or \(\gamma=\omega{0}\)Monotonic return to equilibrium, fastest possible without overshoot.

t

x

critical damping

Heavy (over‑damped)\(b>b{c}\) or \(\gamma>\omega{0}\)No oscillation; displacement decays monotonically and more slowly than in the critical case.

t

x

heavy (over‑damped)

4. Mathematical Solutions (AO2 – handling information)

RegimeGeneral solution \(x(t)\)Key parameters
Light (underdamped)

\[

x(t)=A\,e^{-\gamma t}\cos\!\bigl(\omega_{d}t+\phi\bigr)

\]

\(\displaystyle \gamma=\frac{b}{2m},\qquad

\omega{d}= \sqrt{\omega{0}^{2}-\gamma^{2}},\qquad

\omega_{0}= \sqrt{\frac{k}{m}}\)

Critical

\[

x(t)=\bigl(A+Bt\bigr)\,e^{-\gamma t}

\]

\(\displaystyle \gamma=\omega_{0}\)
Heavy (over‑damped)

\[

x(t)=A\,e^{-\lambda{1}t}+B\,e^{-\lambda{2}t},

\qquad

\lambda{1,2}= \gamma\pm\sqrt{\gamma^{2}-\omega{0}^{2}}

\]

\(\displaystyle \gamma>\omega_{0}\)

Logarithmic decrement (optional but useful)

For an under‑damped system the ratio of successive amplitudes is

\[

\delta = \ln\!\left(\frac{x{n}}{x{n+1}}\right)=\frac{2\pi\gamma}{\omega_{d}}.

\]

It provides a quick experimental way to determine the damping constant \(\gamma\).

5. Forced Oscillations (Syllabus 17.4)

  • When a periodic driving force \(F(t)=F_{0}\cos(\omega t)\) acts, the equation of motion becomes

    \[

    m\ddot x + b\dot x + kx = F_{0}\cos(\omega t).

    \]

  • The steady‑state (particular) solution is

    \[

    x(t)=X(\omega)\cos\!\bigl(\omega t-\delta\bigr)

    \]

    where

    \[

    X(\omega)=\frac{F{0}/m}{\sqrt{(\omega{0}^{2}-\omega^{2})^{2}+(2\gamma\omega)^{2}}},\qquad

    \tan\delta=\frac{2\gamma\omega}{\;\omega_{0}^{2}-\omega^{2}\;}.

    \]

  • Resonance frequency (including damping correction):

    \[

    \boxed{\;\omega{\text{res}}=\sqrt{\;\omega{0}^{2}-2\gamma^{2}\;}}\qquad(b\neq0).

    \]

    When \(b\to0\) this reduces to \(\omega{\text{res}}\approx\omega{0}\).

  • Quality factor (sharpness of the resonance peak):

    \[

    Q=\frac{\omega{0}}{2\gamma}=\frac{\omega{0}m}{b}.

    \]

    A high‑\(Q\) system (light damping) gives a narrow, high peak; a low‑\(Q\) system (heavy damping) gives a broad, low peak.

  • Bandwidth (full width at half‑maximum):

    \[

    \Delta\omega=\frac{\omega_{0}}{Q}=2\gamma.

    \]

    This relation is often required in exam questions on resonance.

6. Key Features of Resonance (Syllabus 17.4)

FeatureBehaviourEffect of Damping
Amplitude peakMaximum at \(\omega_{\text{res}}\)Peak height ↓ and width ↑ as \(\gamma\) (or \(b\)) increases.
Phase lag \(\delta\)\(0^{\circ}\) (low \(\omega\)) → \(90^{\circ}\) at \(\omega_{\text{res}}\) → \(180^{\circ}\) (high \(\omega\))Transition becomes less abrupt with larger \(\gamma\).
Quality factor \(Q\)\(Q=\omega_{0}/(2\gamma)\)Higher damping → lower \(Q\) → broader resonance.
Energy loss per cycle\(\Delta E = 2\pi\,\frac{b}{m}\,X^{2}\) (for the steady‑state amplitude)Proportional to the damping coefficient.

7. Typical Applications (exam‑style identification)

  • Light (underdamped): vehicle suspension – comfort requires several oscillations before rest.
  • Critical: door‑closers, analog instrument pointers – fast return without overshoot.
  • Heavy (over‑damped): heavy‑machinery shock absorbers – motion must be arrested quickly but without oscillation.
  • Forced resonance: musical instrument strings, radio & TV circuits, tuning forks – the driver supplies energy at a frequency near \(\omega_{0}\).

8. Exam Checklist (AO1 & AO2)

  1. Identify the regime:

    • Calculate \(b{c}=2\sqrt{mk}\) (or \(\gamma{c}=\omega_{0}\)).
    • Compare the given \(b\) (or \(\gamma\)) with the critical value.

  2. Sketch the correct displacement‑time graph:

    • Light – decaying sinusoid.
    • Critical – single exponential curve that just touches the equilibrium line.
    • Heavy – monotonic exponential decay, no overshoot.

  3. Write the appropriate analytical expression for \(x(t)\) (see Section 4). Remember to define \(\gamma\) and \(\omega_{0}\).
  4. For forced oscillations:

    • State the driving force \(F_{0}\cos\omega t\) and the steady‑state form \(X\cos(\omega t-\delta)\).
    • Give the amplitude formula \(X(\omega)\) and the phase‑lag relation \(\tan\delta\).
    • Identify the resonance frequency \(\omega{\text{res}}=\sqrt{\omega{0}^{2}-2\gamma^{2}}\).
    • Calculate the quality factor \(Q=\omega_{0}/(2\gamma)\) and, if required, the bandwidth \(\Delta\omega=2\gamma\).

  5. Comment on energy loss:

    • Free oscillations – exponential decay of mechanical energy.
    • Forced oscillations – energy supplied by the driver balances the dissipated energy; the rate of loss is proportional to \(b\).

9. Quick Reference Summary

Light (underdamped)CriticalHeavy (over‑damped)Forced (resonance)
Condition on \(b\)\(b

\(b=b_{c}\)\(b>b_{c}\)Variable; peak at \(\omega_{\text{res}}\)
Displacement behaviourDecaying sinusoid: \(A e^{-\gamma t}\cos(\omega_{d}t+\phi)\)Monotonic: \((A+Bt)e^{-\gamma t}\)Two exponentials: \(A e^{-\lambda{1}t}+B e^{-\lambda{2}t}\)Steady‑state sinusoid: \(X(\omega)\cos(\omega t-\delta)\)
Energy lossExponential, rate \(\propto b\)Maximum rate compatible with non‑oscillationRapid initial loss, then very slowContinuous supply from driver; average loss \(\propto bX^{2}\)
Typical applicationsVehicle suspension, seismometersDoor closers, instrument pointersHeavy‑machinery shock absorbersMusical instruments, radio/TV circuits, tuning forks