MathsDifferential equations › Modelling with differential equations

Modelling with differential equations

Springs, dampers and linked populations are described by the same kind of equation. The roots of the auxiliary equation determine whether the behaviour is oscillation, damping or decay.

Builds on Second order equations and Forces and Newton's laws.

IN THIS TOPIC

  • Recognise simple harmonic motion from its differential equation and state period and amplitude.
  • Model a damped oscillator and interpret each term physically.
  • Classify light, critical and heavy damping via the discriminant.
  • Reduce a coupled pair of first order equations to one second order equation.

COMMON MISCONCEPTION

Adding any amount of damping to an oscillator removes the oscillation entirely.

Simple harmonic motion

Strip out the resistance and a mass on a spring obeys ẍ = −ω²x, acceleration proportional to displacement and pointing back towards the centre. The auxiliary equation m² + ω² = 0 has roots ±ωi, so x = A cos ωt + B sin ωt. Written in harmonic form that is R cos(ωt − α), which shows the amplitude R = √(A² + B²) and the period 2π/ω at a glance. The initial displacement and velocity fix A and B, and with them the amplitude; only the period 2π/ω is independent of where the mass started, which is the property that makes a pendulum keep time, provided its swings stay small enough for the small-angle model behind ẍ = −ω²x.

Damping in three strengths

Add resistance and Newton's second law gives y'' + by' + cy = 0, where the y term pulls back and the y' term drains energy. The discriminant of the auxiliary equation sorts the outcomes. b² − 4c < 0 is light damping, oscillation inside a shrinking envelope: resistance reshapes the motion before it stops it. b² − 4c = 0 is critical damping, the fastest non-oscillatory return this standard model allows, though for some starting conditions the solution still crosses equilibrium once on its way home. Larger b gives heavy damping, a slow creep home.

Light damping: y = exp(−t) cos 2t swings inside the shrinking envelope ±exp(−t)envelope ±exp(−t)y = exp(−t) cos 2tstill oscillating, always smaller
FIG. 1Light damping: y = exp(−t) cos 2t oscillates inside the envelope ±exp(−t), each swing a fixed fraction of the size of the last.

WORKED EXAMPLE

A lightly damped oscillator

Solve y'' + 2y' + 5y = 0 with y(0) = 1, y'(0) = −1.

The auxiliary equation m² + 2m + 5 = 0 has roots m = −1 ± 2i.

So y = e−t(A cos 2t + B sin 2t).

y(0) = 1 gives A = 1. Differentiating and setting y'(0) = −1 gives B = 0.

y = e−tcos 2t. Frequency 2 from the imaginary part, decay rate 1 from the real part.

Push the system with an external force and the equation gains a right-hand side, y'' + by' + cy = f(t). The complementary function is the transient, which damping removes, and the particular integral is the steady state that survives. Questions phrased as 'describe the long-term behaviour' are asking you to say exactly that.

Coupled systems

Predator and prey, or two connected tanks, arrive as a pair. dx/dt involves y and dy/dt involves x. Differentiate one equation, substitute the other, and the pair collapses to a single second order equation in one variable. Solve it, then recover the second variable from the first equation.

dx/dt = y and dy/dt = −x feed each other: the pair orbit the unit circle, since x'' = −xstart (1, 0)dx/dt = ydy/dt = −xx = cos ty = −sin tclockwise orbit, radius 1
FIG. 2The coupled pair dx/dt = y, dy/dt = −x collapses to x'' = −x: each variable feeds the other's rate, and together they turn in a circle.

WORKED EXAMPLE

Collapsing a coupled pair

Solve dx/dt = y and dy/dt = −x with x(0) = 1, y(0) = 0.

Differentiating the first gives x'' = dy/dt = −x, so x'' + x = 0.

Auxiliary m² + 1 = 0 gives x = A cos t + B sin t.

x(0) = 1 gives A = 1. Since y = x' = −A sin t + B cos t, the condition y(0) = 0 gives B = 0.

x = cos t, y = −sin t. The pair orbit the unit circle clockwise, for ever.

INDEPENDENT PRACTICE

Reading the damping

A shock absorber obeys y'' + 6y' + 9y = 0. Classify the damping and give the general solution.

Show the working

The discriminant is 36 − 36 = 0, so the damping is critical.

Repeated root m = −3, so y = (A + Bt)e−3t.

Critical damping is the design target for car suspension, the quickest settle without oscillation.

ASSESSMENT FOCUS

  • Interpret constants in context. The y' coefficient is resistance and the y coefficient is stiffness.
  • Quote the discriminant when classifying damping. The word on its own is not a justification.
  • For SHM, read ω from the equation and give the period as 2π/ω without solving anything.
  • In coupled systems, state which equation you differentiate and where you substitute.
  • Recover the second variable from a first order equation, never by integrating from scratch.

CHECK YOURSELF

Classify the damping in y'' + 6y' + 9y = 0 and state the long-term behaviour of any solution.

Show a hint

Compute b² − 4c and look for a repeated root.

Show the answer

36 − 36 = 0, so the damping is critical. The repeated root m = −3 gives y = (A + Bt)e−3t, and every solution returns to zero without oscillating, as fast as the system allows.

SHM is ẍ = −ω²x, with period 2π/ω and amplitude fixed by the starting conditions.

Damping is read from b² − 4c: negative oscillates in an envelope, zero settles fastest, positive creeps.

Collapse coupled pairs by differentiating one equation and substituting the other.

WORKBOOK

Printable practice for this topic: original exam-style questions with room to work, and a fully worked answer book. Free to use; please do not redistribute or sell.

6 questions on this topicAnswer them one at a time and mark yourself against the worked answer.Practise this topic

Or read them with their worked answers on the modelling with differential equations questions page.

CHECK YOUR PROGRESS

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  • Recognise simple harmonic motion from its differential equation and state period and amplitude.
  • Model a damped oscillator and interpret each term physically.
  • Classify light, critical and heavy damping via the discriminant.
  • Reduce a coupled pair of first order equations to one second order equation.

Open the full revision checklist to see every objective in the course in one place.