understand that a resistive force acting on an oscillating system causes damping

Damped and Forced Oscillations – Cambridge A‑Level Physics (9702) – Section 17.3

Learning Objectives

  • Understand that a resistive (damping) force acting on an oscillating system causes the amplitude to decrease with time.
  • Identify the three damping regimes required by the syllabus and be able to sketch their displacement‑time graphs.
  • Explain how damping influences natural (free) oscillations.
  • Describe forced (driven) oscillations, resonance and the effect of damping on the resonance curve.
  • Relate the mechanical oscillator to its electrical analogue (RLC circuit).
  • Apply the concepts to real‑world examples.

1. Simple Harmonic Motion – Recall

For an ideal (undamped) mass–spring system

\[

m\ddot{x}+kx=0

\]

Solution

\[

x(t)=A\cos(\omega_0 t+\phi),\qquad

\omega_0=\sqrt{\frac{k}{m}}

\]

2. Introducing a Resistive (Damping) Force

Real systems experience a force opposite to the motion, usually proportional to the velocity:

\[

F_{\text d}=-b\dot{x}\qquad (b>0)

\]

Including this term gives the damped equation of motion

\[

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

\]

where b (kg s⁻¹) is the damping coefficient.

3. Damping Regimes (Cambridge Syllabus Labels)

Regime (syllabus term)Text‑book nameCondition on Qualitative behaviour
Light dampingUnderdamped\(b<2\sqrt{mk}\)Oscillatory motion; amplitude decays exponentially.
Critical dampingCritically damped\(b=2\sqrt{mk}\)Fastest return to equilibrium without overshoot.
Heavy dampingOver‑damped\(b>2\sqrt{mk}\)Non‑oscillatory, slower return than the critical case.

Displacement‑time sketches

  • Light damping (underdamped) – oscillatory decay:

    Sinusoidal curve whose peaks lie on an exponential envelope that decays with time

    Key cue: peaks follow an exponential envelope; the motion crosses equilibrium many times.

  • Critical damping – fastest monotonic return:

    Curve that approaches equilibrium without crossing it; steeper than heavy damping

    Key cue: no overshoot, return is as rapid as possible.

  • Heavy damping (over‑damped) – slow monotonic return:

    Shallow curve that slowly approaches equilibrium without crossing it

    Key cue: no overshoot, return is slower than the critical case.

4. Free (Natural) Oscillations with Damping

4.1 Underdamped solution

Define the damping ratio and the damped angular frequency:

\[

\zeta=\frac{b}{2\sqrt{mk}},\qquad

\omegad=\omega0\sqrt{1-\zeta^{2}}\;( \zeta<1 )

\]

Displacement:

\[

x(t)=A\,e^{-\zeta\omega0 t}\cos\!\bigl(\omegad t+\phi\bigr)

\]

Amplitude decay:

\[

A(t)=A\,e^{-\zeta\omega_0 t}

\]

Time‑constant \(\tau=1/(\zeta\omega_0)\) governs how quickly the envelope shrinks.

4.2 Critical and Heavy damping

When \(\zeta\ge 1\) the solution is a sum of two non‑oscillatory exponentials:

\[

x(t)=C1e^{\lambda1 t}+C2e^{\lambda2 t},

\qquad

\lambda{1,2}= -\zeta\omega0\pm\omega_0\sqrt{\zeta^{2}-1}

\]

For \(\zeta=1\) (critical) the two roots coincide and the solution becomes

\[

x(t)=(C1+ C2 t)\,e^{-\omega_0 t}.

\]

4.3 Summary table – effect of damping on natural motion

RegimeBehaviourFrequency of motion
Underdamped (\(\zeta<1\))Oscillatory with exponential envelope\(\omegad=\omega0\sqrt{1-\zeta^{2}}\) (slightly lower than \(\omega_0\))
Critically damped (\(\zeta=1\))Monotonic return, fastest without overshootNo periodic motion
Over‑damped (\(\zeta>1\))Monotonic return, slower than criticalNo periodic motion

5. Energy Loss due to Damping

Mechanical energy of the oscillator (potential + kinetic) decays as

\[

E(t)=\frac12 kA^{2}e^{-2\zeta\omega_0 t}.

\]

The instantaneous power removed by the damping force is

\[

\frac{dE}{dt}=-b\dot{x}^{2}\;<0,

\]

showing that the resistive force continuously does negative work, producing the exponential decay of amplitude.

6. Forced (Driven) Oscillations

6.1 Equation of motion

\[

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

\]

6.2 General solution

The total solution is the sum of the homogeneous (transient) part and a particular (steady‑state) part.

  • Transient term – the same as the free‑oscillation solution; it dies away after a few time‑constants \(\tau=1/(\zeta\omega_0)\).
  • Steady‑state term – the motion that remains after the transient has vanished:

\[

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

\]

6.3 Amplitude and phase of the steady‑state

\[

X(\omega)=\frac{F{0}/m}{\sqrt{\bigl(\omega0^{2}-\omega^{2}\bigr)^{2}+\bigl(2\zeta\omega_0\omega\bigr)^{2}}}

\]

\[

\tan\delta=\frac{2\zeta\omega0\omega}{\;\omega0^{2}-\omega^{2}\;}

\]

6.4 Resonance

  • Resonance condition – the amplitude \(X(\omega)\) reaches a maximum when the driving frequency is close to the natural frequency. Damping shifts the exact peak slightly.
  • Peak (resonant) frequency (light damping, \(\zeta\ll1\))

    \[

    \omega{r}\approx\omega0\sqrt{1-2\zeta^{2}}

    \]

  • Maximum steady‑state amplitude

    \[

    X{\max}= \frac{F{0}}{2m\omega_0\zeta}

    \]

    Thus weaker damping (smaller \(b\) or \(\zeta\)) gives a larger resonant response.

  • Bandwidth (full width at half‑maximum)

    \[

    \Delta\omega\approx2\zeta\omega_0

    \]

    A larger \(\zeta\) produces a broader, less sharp resonance curve.

6.5 Sketch of the resonance curve

Plot of amplitude X versus driving frequency ω showing a peak at ωr and half‑maximum points defining Δω

Key features to label: peak \(\omega{r}\), maximum amplitude \(X{\max}\), half‑maximum frequencies \(\omega_{r}\pm\Delta\omega/2\).

7. Mechanical ↔ Electrical Analogue

The differential equation for a series RLC circuit is

\[

L\ddot{q}+R\dot{q}+\frac{q}{C}=V_{0}\cos(\omega t)

\]

Comparing with the mechanical equation shows the following correspondence:

Mechanical quantityElectrical analogue
Mass \(m\)Inductance \(L\)
Damping coefficient \(b\)Resistance \(R\)
Spring constant \(k\)Reciprocal capacitance \(1/C\)
Displacement \(x\)Charge \(q\)
Force \(F\)Voltage \(V\)

Consequently the resonant angular frequency for a lightly damped RLC circuit is

\[

\omega_{r}\approx\frac{1}{\sqrt{LC}},

\]

and the quality factor \(Q=1/(2\zeta)=\omega_0L/R\) mirrors the mechanical damping ratio.

8. Practical Examples (with quantitative hints)

  1. Engineered structures – tuned‑mass damper

    • A skyscraper of effective mass \(m=5\times10^{7}\,\text{kg}\) has a natural frequency \(\omega_0=0.2\;\text{rad s}^{-1}\). A tuned‑mass damper provides an additional damping coefficient \(b=8\times10^{5}\,\text{kg s}^{-1}\).

      Exam‑style question: Calculate the damping ratio \(\zeta\) and state which regime the system lies in.

  2. Musical instrument – violin string

    • A string of tension \(T=80\;\text{N}\) and linear density \(\mu=5\times10^{-4}\,\text{kg m}^{-1}\) has \(\omega_0\approx 400\;\text{rad s}^{-1}\). Air resistance and internal friction give \(b\approx0.03\;\text{kg s}^{-1}\).

      Exam‑style question: Estimate \(\zeta\) and comment on whether the decay of the note is “lightly damped”.

  3. Electrical analogue – series RLC circuit

    • Take \(L=10\;\text{mH}\), \(C=100\;\mu\text{F}\) and \(R=5\;\Omega\).

      Exam‑style question: Find the resonant frequency \(\omegar\) and the quality factor \(Q\); compare with the mechanical expressions \(\omegar\) and \(1/(2\zeta)\).

9. Summary Checklist (Cambridge Syllabus)

  • Resistive force \(F_{\text d}=-b\dot{x}\) adds the term \(b\dot{x}\) to the equation of motion.
  • Three damping regimes:

    • Light damping (underdamped) – \(b<2\sqrt{mk}\) – oscillatory decay at \(\omega_d\).
    • Critical damping – \(b=2\sqrt{mk}\) – fastest non‑overshooting return.
    • Heavy damping (over‑damped) – \(b>2\sqrt{mk}\) – slow monotonic return.

  • Underdamped amplitude falls as \(A(t)=A e^{-\zeta\omega0 t}\); energy decays as \(E(t)=\tfrac12kA^{2}e^{-2\zeta\omega0 t}\).
  • For a driven system the transient (homogeneous) term disappears after a few \(\tau=1/(\zeta\omega_0)\), leaving the steady‑state amplitude \(X(\omega)\) and phase lag \(\delta\).
  • Resonance occurs near \(\omega0\); the peak amplitude \(X{\max}\propto 1/\zeta\) and the bandwidth \(\Delta\omega\approx2\zeta\omega_0\).
  • Mechanical quantities map directly onto an RLC circuit ( \(m\leftrightarrow L,\; b\leftrightarrow R,\; k\leftrightarrow 1/C\) ).

Mass–spring–damper schematic. The mass \(m\) is attached to a spring (constant \(k\)) and a dash‑pot representing the damping coefficient \(b\). Arrows indicate the restoring force \(-kx\) and the damping force \(-b\dot{x}\).

Diagram of a mass attached to a spring and a dash‑pot; forces shown