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Simple harmonic motion and damped oscillationsEdexcel A-Level Further Maths: Revision notes

Section 1

Simple harmonic motion

A particle moves with simple harmonic motion (SHM) when its acceleration is proportional to its displacement from a fixed point and directed towards it: x¨=−ω2x.\ddot{x}=-\omega^2x. The auxiliary equation m2+ω2=0m^2+\omega^2=0 has roots m=±ωim=\pm\omega\mathrm{i}, so the general solution is x=Acos⁡ωt+Bsin⁡ωt,x=A\cos\omega t+B\sin\omega t, which can be written x=Rcos⁡(ωt−ε)x=R\cos(\omega t-\varepsilon) with amplitude R=A2+B2R=\sqrt{A^2+B^2}. For the spring-mass system with mass mm and stiffness kk, Newton's second law gives mx¨=−kxm\ddot{x}=-kx, so ω2=km\omega^2=\frac km.

Key termssimple harmonic motionamplitudeangular frequency
Exam tip

Use initial conditions on x=Acos⁡ωt+Bsin⁡ωtx=A\cos\omega t+B\sin\omega t: x(0)=Ax(0)=A and x˙(0)=ωB\dot{x}(0)=\omega B.

Section 2

Relating the solution to the motion

  • Period T=2πωT=\frac{2\pi}{\omega}; frequency f=1T=ω2πf=\frac1T=\frac{\omega}{2\pi}.
  • Maximum speed =Rω=R\omega (at the centre of oscillation); maximum acceleration =Rω2=R\omega^2 (at the extremes). Example: x¨=−16x\ddot{x}=-16x, released from rest at x=0.5x=0.5: ω=4\omega=4, x=0.5cos⁡4tx=0.5\cos4t, period π2\frac\pi2 s, maximum speed 0.5×4=20.5\times4=2 m s−1^{-1}, and at t=π6t=\frac\pi6, x=0.5cos⁡2π3=−0.25x=0.5\cos\frac{2\pi}3=-0.25 m. Example: x¨+25x=0\ddot{x}+25x=0, x(0)=0.2x(0)=0.2, x˙(0)=1.5\dot{x}(0)=1.5: x=0.2cos⁡5t+0.3sin⁡5tx=0.2\cos5t+0.3\sin5t and the amplitude is 0.13=0.361\sqrt{0.13}=0.361 m.
Key termsperiodfrequency
Common mistake

Using ω2\omega^2 in the period formula: the period is 2πω\frac{2\pi}{\omega}, where x¨=−ω2x\ddot{x}=-\omega^2x.

Section 3

Damped oscillations

A resistive force proportional to velocity adds a term in x˙\dot{x}: mx¨=−kx−cx˙m\ddot{x}=-kx-c\dot{x}, which gives an equation of the form x¨+2λx˙+ω2x=0(λ>0).\ddot{x}+2\lambda\dot{x}+\omega^2x=0\qquad(\lambda>0). The discriminant of m2+2λm+ω2=0m^2+2\lambda m+\omega^2=0 gives three types of motion:

  • Light damping (λ<ω\lambda<\omega): complex roots −λ±qi-\lambda\pm q\mathrm{i}, x=e−λt(Acos⁡qt+Bsin⁡qt)x=e^{-\lambda t}(A\cos qt+B\sin qt). Oscillations with exponentially decaying amplitude.
  • Critical damping (λ=ω\lambda=\omega): repeated root, x=(A+Bt)e−λtx=(A+Bt)e^{-\lambda t}. The fastest return to equilibrium without oscillation.
  • Heavy damping (λ>ω\lambda>\omega): two negative real roots, x=Aem1t+Bem2tx=Ae^{m_1t}+Be^{m_2t}. Slow return, no oscillation.
Key termslight dampingcritical dampingheavy damping
Common mistake

Describing a decaying oscillation as 'SHM': damped motion is not SHM because the amplitude changes.

Section 4

Interpreting damped solutions

Example: x¨+2x˙+5x=0\ddot{x}+2\dot{x}+5x=0 with x(0)=1x(0)=1, x˙(0)=3\dot{x}(0)=3. m=−1±2im=-1\pm2\mathrm{i}, so x=e−t(cos⁡2t+2sin⁡2t)x=e^{-t}(\cos2t+2\sin2t).

  • The factor e−te^{-t} is the envelope: the amplitude decays exponentially.
  • The period of the oscillation is π\pi, and x(t+π)=e−πx(t)x(t+\pi)=e^{-\pi}x(t): each cycle the displacement is multiplied by e−π≈0.043e^{-\pi}\approx0.043.
  • For x¨+cx˙+5x=0\ddot{x}+c\dot{x}+5x=0 the motion is not oscillatory when c2≥20c^2\ge20, that is c≥25c\ge2\sqrt5. As t→∞t\to\infty, x→0x\to0 whatever the initial conditions. Comment on models: real damping may not be exactly proportional to velocity.
Key termsenvelopedecaying amplitude
Exam tip

To show a property over one period, replace tt by t+Tt+T and use the periodicity of cos⁡\cos and sin⁡\sin.

Section 5

Forced vibration

If an external driving force is added, the equation becomes x¨+2λx˙+ω2x=Fcos⁡Ωt\ddot{x}+2\lambda\dot{x}+\omega^2x=F\cos\Omega t (or Fsin⁡ΩtF\sin\Omega t). The general solution is complementary function + particular integral.

  • The CF is the damped solution above, which decays: the transient.
  • The PI, of the form acos⁡Ωt+bsin⁡Ωta\cos\Omega t+b\sin\Omega t, persists: the steady state, oscillating at the driving frequency. For large tt the motion is the steady state. With no damping and Ω=ω\Omega=\omega the PI contains tsin⁡ωtt\sin\omega t, so the amplitude grows without bound (resonance).
Key termstransientsteady stateresonance
Exam tip

Find the PI by trying acos⁡Ωt+bsin⁡Ωta\cos\Omega t+b\sin\Omega t and comparing coefficients.

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Exam questions on Simple harmonic motion and damped oscillations

  1. A particle moves on a straight line, with displacement xx metres from a fixed point OO at time tt seconds, so that x¨=−16x\ddot{x}=-16x. At t=0t=0 the particle is at x=0.5x=0.5 and is instantaneously at rest.
    Find the displacement of the particle from OO when t=π6t=\frac{\pi}{6}.2 marks
  2. A damped oscillator has displacement xx at time tt satisfying x¨+2cx˙+25x=0\ddot{x}+2c\dot{x}+25x=0, where c>0c>0 is a constant.
    Find the general solution of the differential equation when c=3c=3.2 marks
  3. A particle of mass 2 kg lies on a smooth horizontal surface, attached to one end of a light spring of stiffness 50 N m−1^{-1}. The other end of the spring is fixed. The spring is at its natural length when the particle is at OO, and xx metres is the displacement of the particle from OO at time tt seconds.
    Show that x¨+25x=0\ddot{x}+25x=0.3 marks
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Written by the Exaim team, led by Shaun Daswani (Head of Upper Secondary, Improve ME Institute; MSc Financial Mathematics, Imperial College London; BSc, UCL) and Jason Daswani (operational lead, Improve ME Institute; LSE).