“Overdamped, Critical and Underdamped” sorted dampers into three kinds by the sign of c² − 4mk, and the lesson after it followed the underdamped kind. This lesson takes the middle kind, the single value c = 2√(mk) where the sign is zero, and asks what it is good for. The answer has two parts: a form of solution simple enough to settle exactly whether the mass crosses its rest position, and a reason a designer wants to land there.
Definition · Critically damped motionWhen c² = 4mk the characteristic equation m·r² + c·r + k = 0 has the double root r = −c/(2m), and the motion is x = (C₁ + C₂·t)·e^(rt). It does not oscillate.
For m = 1, c = 4, k = 4 the root is r = −2. At critical damping the root is also −ω₀, minus the natural frequency.
x = (C₁ + C₂·t)·e^(rt)
x′ = (C₂ + r·C₁ + r·C₂·t)·e^(rt)
x(0) = C₁ x′(0) = C₂ + r·C₁
C₁ = x₀ C₂ = v₀ − r·x₀
Theorem · A critically damped motion crosses zero at most onceIf x = (C₁ + C₂·t)·e^(rt) is not the zero function, there is at most one t > 0 with x = 0, and there is one exactly when C₁ and C₂ are both nonzero and have opposite signs.
The factor e^(rt) is positive for every t, so x = 0 exactly where the factor C₁ + C₂·t is zero.
That factor is a straight line. If C₂ = 0 it is the constant C₁, which is zero only if the whole motion is zero. If C₂ ≠ 0 it is zero only at t = −C₁/C₂, which is positive exactly when C₁ and C₂ have opposite signs, and a line cannot meet the axis twice.
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Two starts on one damper
Take m = 1, k = 4 and c = 4, which is c_crit = 2√4. The root is r = −2, and the lab's tile for the zero crossing says when, or that there is none. The only thing that changes between the two starts is the velocity.
start (1, 1): C₁ = 1 C₂ = 1 − (−2)·1 = 3
x = (1 + 3t)·e^(−2t) zero at t = −1/3
start (1, −5): C₁ = 1 C₂ = −5 − (−2)·1 = −3
x = (1 − 3t)·e^(−2t) zero at t = 1/3
Example · Pushed outward: no crossingRelease the mass at x = 1 moving outward at speed 1. The constants are C₁ = 1 and C₂ = 3, both positive, so the line 1 + 3t is positive for every t > 0 and its zero, −1/3, lies in the past. The lab reports no zero for t > 0.
The mass drifts out a little further and then decays to rest from above. It never reaches the rest position.
Example · Pushed hard inward: one crossingRelease it at x = 1 moving inward at speed 5. Now C₂ = −5 + 2 = −3, which has the opposite sign to C₁ = 1. The line 1 − 3t is zero at t = 1/3, which the lab prints. The mass passes through the rest position once, goes to the far side, and creeps back from below.
Critical damping does not forbid an overshoot. It forbids a second crossing, because the form has room for only one.
Why a door closer sits at the border
Model the door as a mass, the closing spring as k, and the oil damper as c. Let x be the angle from shut, so that x = 0 is the door at its frame. Someone opens the door and lets go, which is a start from rest, v₀ = 0. Then C₂ = −r·x₀ = (c/(2m))·x₀, which has the same sign as C₁ = x₀, so by the theorem the door never crosses shut. A weaker damper would swing it through the frame and back; a stronger one would close it slowly.
The word “slowly” can be measured. For m = 1 and k = 4 the long-run decay is e^(−t) at c = 2 (the envelope rate c/(2m)), e^(−2t) at c = 4, and e^(−t) again at c = 5, whose slow root is −1. The rate rises to a maximum at c_crit and then falls. The reason is that the two roots multiply to k/m = 4: past the border, raising c pushes the fast root outward and the slow root toward zero.
That is a claim about the long run, and only about the long run. A damper a little below critical reaches the rest position in finite time, which a critically damped door released from rest never does, and it then overshoots. So the designer is trading one failure for the other, and critical damping is where neither one happens.