3.4.11 · D4Rocket Flight Mechanics

Exercises — Dynamic stability — pitch - yaw damping derivatives

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Level 1 — Recognition

Recall Solution L1.1

Damped. The rule from the parent note: a stable, damped rocket has , meaning the aerodynamic moment always opposes the pitch rate — a shock absorber removing energy from the swing. A positive would mean the moment adds to the pitch rate — it feeds the oscillation, making swings grow. That is anti-damping (aerodynamically unstable in rate).

Recall Solution L1.2
  • (a) spring: moment per angle of attack . Must be negative for static stability.
  • (b) dashpot: moment per (scaled) pitch rate. Must be negative for damping.
  • (c) the pitch rate scaled to be dimensionless, .
  • (d) damping ratio: 0 = never dies, 1 = critically damped, >1 = no oscillation.
Recall Solution L1.3

Tiny — as expected: real rockets pitch slowly compared to how fast air flows past them. is essentially "how far the nose turns in the time air travels half a diameter."


Level 2 — Application

Recall Solution L2.1

With area lumped at one station, the integral becomes just :

=-\frac{2}{0.01\times(0.12)^2}\times 6\times(0.75)^2.$$ Denominator: $Sd^2=0.01\times0.0144=1.44\times10^{-4}$. Numerator: $2\times6\times0.5625=6.75$. $$C_{m_q}=-\frac{6.75}{1.44\times10^{-4}}\approx-4.69\times10^{4}.$$ Negative → damped. Good.
Recall Solution L2.2

First . Dynamic-pressure block: . Then . Negative → the moment opposes the positive pitch rate. That is the shock absorber pushing back.

Recall Solution L2.3

. Pitch and yaw are the same geometry rotated 90° for a body of revolution — the air can't tell the difference. (See Fin Design & Sizing for how this breaks with an odd number of fins.)


Level 3 — Analysis

Recall Solution L3.1

The integral becomes a sum over lumps: Fin fraction: , i.e. ≈96.8% of the damping is from the fins. Interpretation: even though the tail cone has 30% of the fins' area, the weighting ( leverage) makes the fins utterly dominate. This is why damping design = fin placement design.

Recall Solution L3.2

Invert : Only the positive root is physical (fins must be behind the CG). A negative would put them ahead, which we address next.

Recall Solution L3.3

Damping: — the square kills the sign, so Numerically still "damped." But static stability depends on , whose sign follows the first moment of area — fins ahead of CG give (destabilising). So : the motion is pure divergence, not oscillation, and there is nothing for the damping to damp. Damping only helps a statically stable body.


Level 4 — Synthesis

Figure — Dynamic stability — pitch - yaw damping derivatives
Recall Solution L4.1

Natural frequency (the spring, from static stability): . Times gives . Times : . Divide by : . Damping ratio (the dashpot): Numerator: . Times : . Denominator: . That is hugely overdamped () — no oscillation at all, it just eases back. (Realistic magnitudes and inertias usually give around ; this illustrative set is deliberately stiff.)

Recall Solution L4.2

The envelope decays as , so the time is So each big swing barely changes frequency (damped undamped for small ), but the amplitude shrinks by every s.


Level 5 — Mastery

Figure — Dynamic stability — pitch - yaw damping derivatives
Recall Solution L5.1

Look at how each piece scales with . From the formulas, and the damping-ratio numerator , denominator . So Therefore → fails the threshold. The rocket is now dangerously lightly damped at altitude even though it was fine at launch. This is exactly the third parent-note mistake made concrete. (See Atmospheric Density vs Altitude.)

Recall Solution L5.2

(a) : . Times : . Times : . Divide by : . (b) Required : rearrange : Numerator: . Denominator: . (c) : invert : So placing the fins ~9.8 cm behind CG meets the target at the worst flight point. Anything farther back gives margin. (Cross-check inertia against Moments of Inertia of a Rocket.)

Recall Solution L5.3

Both and hence are linear in (with , , fixed). So still above the safety threshold, though margin shrank from a design . A robust design should have targeted higher (e.g. ) so a 15% build tolerance can't push it near the edge. This is the mastery lesson: design to the tolerance-worst case, not the nominal.


Recall One-line summary of the whole page

Compute from (mind the ), turn it into , and design so the minimum over altitude and build tolerance still beats ~0.05.