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Module 5 Study Guide

Applications of Second-Order ODEs

Differential Equations • Learn Without Walls

1. Free Vibrations: mx'' + cx' + kx = 0

Natural frequency: ω0 = √(k/m)
Discriminant: D = c² - 4mk
TypeConditionSolution FormBehavior
Undampedc = 0A cos(ω0t - φ)Perpetual oscillation
Underdampedc² < 4mkeαt(c1cos βt + c2sin βt)Decaying oscillation
Critically dampedc² = 4mk(c1+c2t)ertFastest non-oscillatory decay
Overdampedc² > 4mkc1er1t+c2er2tSluggish decay

2. Forced Vibrations: mx'' + cx' + kx = F0cos(ωt)

General solution = transient (yh, decays) + steady-state (yp, persists)

Resonance (ω = ω0, c = 0)

xp = [F0/(2mω0)] t sin(ω0t) — amplitude grows without bound

Beating (ω ≈ ω0, c = 0)

x(t) = [2F0/(m(ω0²-ω²))] sin[(ω0-ω)t/2] sin[(ω0+ω)t/2]
Beat frequency = |ω0 - ω|

Steady-State Amplitude (c > 0)

C = F0 / √[(k - mω²)² + (cω)²]

3. RLC Circuits: Lq'' + Rq' + (1/C)q = E(t)

Same math, different physics. Current i = q' (differentiate charge).
Impedance: Z = √[R² + (ωL - 1/(ωC))²]
Resonant frequency: ω0 = 1/√(LC)
Classification: R² vs 4L/C (same rule as c² vs 4mk)

4. Mechanical-Electrical Analogy

MechanicalElectrical
Mass mInductance L
Damping cResistance R
Spring constant k1/Capacitance (1/C)
Displacement xCharge q
Velocity v = x'Current i = q'
Force F(t)Voltage E(t)
KE: ½mv²Magnetic: ½Li²
PE: ½kx²Electric: q²/(2C)