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DIFFGEO · 1

Curves in the plane and in space

13 concepts · 27 questions

Curvature and torsion, the Frenet–Serret equations, the fundamental theorem of curves, signed curvature, and global results: the rotation index, the isoperimetric inequality and the four vertex theorem.

Overview 1The plan of this section

Differential geometry studies shape through derivatives. For curves the whole local story is two functions, curvature and torsion; the global story ties curvature to topology.

  1. Regular curves and arc length (Def. 1.1); curvature for any parametrisation (Prop. 1.2).
  2. The Frenet–Serret equations (Thm 1.3), torsion (Prop. 1.4), planarity (Cor. 1.5), and the fundamental theorem of curves (Thm 1.6).
  3. Signed curvature of plane curves (Def. 1.7) and the rotation index (Thm 1.8).
  4. Global results: Wirtinger's inequality (Lemma 1.9), the isoperimetric inequality (Thm 1.10) and the four vertex theorem (Thm 1.11).

Local: κ\kappa and τ\tau determine a curve. Global: total curvature, area and vertices are constrained by closedness.

Definition 1.1Regular curves and arc length

A smooth curve γ:I→R3\gamma: I\to\mathbb{R}^3 is regular if γ′(t)≠0\gamma'(t)\ne0 for all tt. Its arc length from t0t_0 is s(t)=∫t0t∣γ′(u)∣ dus(t) = \int_{t_0}^t|\gamma'(u)|\,\mathrm{d}u; since s′=∣γ′∣>0s' = |\gamma'| > 0, ss is invertible and γ\gamma can be reparametrised to have unit speed, ∣γ′(s)∣=1|\gamma'(s)| = 1. Length is unchanged by reparametrisation.

Regular: γ′≠0\gamma'\ne0. Then reparametrise by arc length to get ∣γ′∣=1|\gamma'| = 1.

Proposition 1.2Curvature in any parametrisation

For a unit-speed curve the curvature is κ(s)=∣γ′′(s)∣\kappa(s) = |\gamma''(s)|. For a regular curve in any parametrisation,

κ=∣γ′×γ′′∣∣γ′∣3.\kappa = \frac{|\gamma'\times\gamma''|}{|\gamma'|^3}.

κ=∣γ′′∣\kappa = |\gamma''| (unit speed) =∣γ′×γ′′∣/∣γ′∣3= |\gamma'\times\gamma''|/|\gamma'|^3 (any speed). κ≡0\kappa\equiv0 iff a straight line.

Proof

Theorem 1.3The Frenet–Serret equations

Let γ\gamma be unit speed with κ>0\kappa > 0. Set T=γ′\mathbf{T} = \gamma', N=T′/κ\mathbf{N} = \mathbf{T}'/\kappa, B=T×N\mathbf{B} = \mathbf{T}\times\mathbf{N}, an orthonormal frame. There is a function τ\tau, the torsion, with

T′=κN,N′=−κT+τB,B′=−τN.\mathbf{T}' = \kappa\mathbf{N},\qquad\mathbf{N}' = -\kappa\mathbf{T} + \tau\mathbf{B},\qquad\mathbf{B}' = -\tau\mathbf{N}.

(T,N,B)′=(\mathbf{T}, \mathbf{N}, \mathbf{B})' = skew matrix with entries κ,τ\kappa, \tau: T′=κN\mathbf{T}' = \kappa\mathbf{N}, N′=−κT+τB\mathbf{N}' = -\kappa\mathbf{T} + \tau\mathbf{B}, B′=−τN\mathbf{B}' = -\tau\mathbf{N}.

Proof

Proposition 1.4Torsion in any parametrisation

For a regular curve with γ′×γ′′≠0\gamma'\times\gamma''\ne0,

τ=(γ′×γ′′)⋅γ′′′∣γ′×γ′′∣2.\tau = \frac{(\gamma'\times\gamma'')\cdot\gamma'''}{|\gamma'\times\gamma''|^2}.

For the helix (acos⁡t,asin⁡t,bt)(a\cos t, a\sin t, bt) with a>0a > 0: κ=aa2+b2\kappa = \frac{a}{a^2 + b^2} and τ=ba2+b2\tau = \frac{b}{a^2 + b^2}.

τ=det⁡(γ′,γ′′,γ′′′)/∣γ′×γ′′∣2\tau = \det(\gamma', \gamma'', \gamma''')/|\gamma'\times\gamma''|^2. Helix: κ=a/(a2+b2)\kappa = a/(a^2 + b^2), τ=b/(a2+b2)\tau = b/(a^2 + b^2).

Proof

Corollary 1.5Zero torsion means planar

A unit-speed curve with κ>0\kappa > 0 lies in a plane if and only if τ≡0\tau\equiv0. A curve with κ≡0\kappa\equiv0 is (part of) a straight line.

τ≡0\tau\equiv0 ⇔ planar; κ≡0\kappa\equiv0 ⇔ straight line.

Proof

Theorem 1.6The fundamental theorem of curves

Given smooth κ>0\kappa > 0 and τ\tau on an interval II, there is a unit-speed curve with curvature κ\kappa and torsion τ\tau, and any two such curves differ by a rigid motion (a rotation followed by a translation).

κ>0\kappa > 0 and τ\tau determine the curve up to rigid motion: solve the Frenet ODE, integrate T\mathbf{T}.

Proof

Definition 1.7Signed curvature of plane curves

For a unit-speed plane curve write T=(cos⁡θ,sin⁡θ)\mathbf{T} = (\cos\theta, \sin\theta) with θ(s)\theta(s) a smooth turning angle, and let Ns\mathbf{N}_s be T\mathbf{T} rotated anticlockwise by π2\frac\pi2. The signed curvature is κs=θ′\kappa_s = \theta', so T′=κsNs\mathbf{T}' = \kappa_s\mathbf{N}_s and ∣κs∣=κ|\kappa_s| = \kappa. In a general parametrisation κs=x′y′′−x′′y′(x′2+y′2)3/2\kappa_s = \frac{x'y'' - x''y'}{(x'^2 + y'^2)^{3/2}}.

κs=θ′\kappa_s = \theta': positive when turning left. Plane curves are determined by κs\kappa_s up to rigid motion.

Theorem 1.8The rotation index (Hopf's Umlaufsatz)

For a closed unit-speed plane curve of length LL, ∫0Lκs ds=θ(L)−θ(0)=2πn\int_0^L\kappa_s\,\mathrm{d}s = \theta(L) - \theta(0) = 2\pi n for an integer nn, the rotation index. If the curve is simple (no self-intersections), n=±1n = \pm1: total signed curvature is ±2π\pm2\pi.

∫κs ds=2πn\int\kappa_s\,\mathrm{d}s = 2\pi n; for a simple closed curve n=±1n = \pm1.

Proof

Lemma 1.9Wirtinger's inequality

If ff is C1C^1 and 2π2\pi-periodic with ∫02πf=0\int_0^{2\pi}f = 0, then ∫02πf′2≥∫02πf2\int_0^{2\pi}f'^2\ge\int_0^{2\pi}f^2, with equality iff f=acos⁡t+bsin⁡tf = a\cos t + b\sin t.

Mean zero, period 2π2\pi: ∫f′2≥∫f2\int f'^2\ge\int f^2, equality only for acos⁡t+bsin⁡ta\cos t + b\sin t.

Proof

Theorem 1.10The isoperimetric inequality

A simple closed plane curve of length LL enclosing area AA satisfies L2≥4πAL^2\ge4\pi A, with equality iff it is a circle.

L2≥4πAL^2\ge4\pi A; equality only for circles. Proof: Green's area formula + Wirtinger.

Proof

Theorem 1.11The four vertex theorem

A vertex of a plane curve is a critical point of κs\kappa_s. Every simple closed convex curve that is not a circle has at least four vertices. (The theorem holds for all simple closed curves; we prove the convex case.)

Non-circular simple closed curves have ≥ 4 vertices (critical points of curvature). Ellipse: exactly four.

Proof

Check 1.12Check: computing curvature and torsion

  • In unit speed use κ=∣γ′′∣\kappa = |\gamma''|; otherwise κ=∣γ′×γ′′∣/∣γ′∣3\kappa = |\gamma'\times\gamma''|/|\gamma'|^3 (never ∣γ′′∣|\gamma''|).
  • τ=det⁡(γ′,γ′′,γ′′′)/∣γ′×γ′′∣2\tau = \det(\gamma', \gamma'', \gamma''')/|\gamma'\times\gamma''|^2; quick test: τ=0\tau = 0 everywhere ⇔ planar.
  • Plane curves: use signed κs\kappa_s; a closed simple curve has ∫κs=±2π\int\kappa_s = \pm2\pi.
  • Trap: Frenet frames need κ>0\kappa > 0.

Not unit speed? Use the cross-product formulas. Planar ⇔ τ≡0\tau\equiv0.