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Curvature of a Space Curve

Formulas & Definitions
Core Definition

Let r⃗(t)\vec{r}(t)r(t) be a smooth space curve with principal unit tangent vector T^(t)\hat{T}(t)T^(t). The curvature κ\kappaκ (kappa) is the scalar magnitude of the rate of change of the unit tangent vector with respect to the arc length sss:

κ=∥dT^ds∥\kappa = \left\|\frac{d\hat{T}}{ds}\right\|κ=​dsdT^​​
Curvature measures the intrinsic geometric bending or sharpness of the curve at each point, independent of traversal speed. By definition, κ≥0\kappa \ge 0κ≥0 everywhere.

Concept Explanation

Geometric Intuition

Curvature quantifies how quickly a curve changes its directional heading per unit distance traveled along the path:

  • Straight Line: The unit tangent vector T^\hat{T}T^ is constant, so dT^ds=0⃗\frac{d\hat{T}}{ds} = \vec{0}dsdT^​=0, yielding κ=0\kappa = 0κ=0.
  • Circle of Radius RRR: The direction vector rotates at a uniform rate around the circumference, yielding constant curvature κ=1R\kappa = \frac{1}{R}κ=R1​.
  • Hairpin Bend: Rapid change in heading over a short arc length produces large κ\kappaκ.
     Low Curvature (κ ≈ 0)             High Curvature (Large κ)
     ----------------------->          \       ^ T(t2)
        T(t1)     T(t2)                 \     /
     (Direction barely changes)          \   /
                                          \ /  T(t1)
                                        (Sharp bend in direction)

The Three Computational Formulas for Space Curves

Applying the Chain Rule dT^dt=dT^dsdsdt=dT^ds∥r⃗′(t)∥\frac{d\hat{T}}{dt} = \frac{d\hat{T}}{ds}\frac{ds}{dt} = \frac{d\hat{T}}{ds}\|\vec{r}'(t)\|dtdT^​=dsdT^​dtds​=dsdT^​∥r′(t)∥ yields three equivalent computational formulas:

  1. Unit Tangent Derivative Formula:

    κ(t)=∥T^′(t)∥∥r⃗′(t)∥\kappa(t) = \frac{\|\hat{T}'(t)\|}{\|\vec{r}'(t)\|}κ(t)=∥r′(t)∥∥T^′(t)∥​
    (Best used when T^(t)\hat{T}(t)T^(t) simplifies cleanly to constant or trigonometric components without messy radicals).

  2. Cross-Product Derivative Formula:

    κ(t)=∥r⃗′(t)×r⃗′′(t)∥∥r⃗′(t)∥3=∥v⃗(t)×a⃗(t)∥v(t)3\kappa(t) = \frac{\|\vec{r}'(t) \times \vec{r}''(t)\|}{\|\vec{r}'(t)\|^3} = \frac{\|\vec{v}(t) \times \vec{a}(t)\|}{v(t)^3}κ(t)=∥r′(t)∥3∥r′(t)×r′′(t)∥​=v(t)3∥v(t)×a(t)∥​
    (The standard formula for arbitrary 3D parametric curves r⃗(t)\vec{r}(t)r(t), as it bypasses differentiating messy quotient radicals in T^(t)\hat{T}(t)T^(t)).

  3. Intrinsic Arc Length Formula:

    κ(s)=∥r⃗′′(s)∥=∥T^′(s)∥\kappa(s) = \|\vec{r}''(s)\| = \|\hat{T}'(s)\|κ(s)=∥r′′(s)∥=∥T^′(s)∥
    (Applicable when the curve is explicitly parametrized by arc length sss, where ∥r⃗′(s)∥=1\|\vec{r}'(s)\| = 1∥r′(s)∥=1).

Curvature of a 2D Planar Curve y=f(x)y = f(x)y=f(x)

For a 2D function in the Cartesian plane, treating the curve as r⃗(x)=⟨x,f(x),0⟩\vec{r}(x) = \langle x, f(x), 0 \rangler(x)=⟨x,f(x),0⟩ yields the explicit planar curvature formula:

κ(x)=∣f′′(x)∣[1+(f′(x))2]3/2\kappa(x) = \frac{|f''(x)|}{\left[1 + (f'(x))^2\right]^{3/2}}κ(x)=[1+(f′(x))2]3/2∣f′′(x)∣​


Engineering Applications

  • Highway & Railway Route Alignment: Ensuring transition curves (clothoids/spirals) have continuous curvature to prevent sudden lateral jerk on high-speed rail passengers and highway vehicles.
  • Aerodynamics & Airfoil Camber: Analyzing airfoil surface curvature distribution to prevent localized boundary layer separation and aerodynamic stall.
  • Structural Mechanics: Relates directly to beam bending moments via the Euler-Bernoulli equation M=EIκM = E I \kappaM=EIκ.

Example Problems

Example 1: Curvature via the Cross-Product Formula

Calculate the curvature of r⃗(t)=⟨4t2,−4t−3,−2t⟩\vec{r}(t) = \langle 4t^2, -4t - 3, -2t \rangler(t)=⟨4t2,−4t−3,−2t⟩ at t=1t = 1t=1.

Solution
  1. State Governing Formula: Cross-Product Curvature Formula:
    κ(t)=∥r⃗′(t)×r⃗′′(t)∥∥r⃗′(t)∥3\kappa(t) = \frac{\|\vec{r}'(t) \times \vec{r}''(t)\|}{\|\vec{r}'(t)\|^3}κ(t)=∥r′(t)∥3∥r′(t)×r′′(t)∥​
  2. Compute First and Second Derivatives:
    r⃗′(t)=⟨8t,−4,−2⟩  ⟹  r⃗′(1)=⟨8,−4,−2⟩\vec{r}'(t) = \langle 8t, -4, -2 \rangle \implies \vec{r}'(1) = \langle 8, -4, -2 \rangler′(t)=⟨8t,−4,−2⟩⟹r′(1)=⟨8,−4,−2⟩
    r⃗′′(t)=⟨8,0,0⟩  ⟹  r⃗′′(1)=⟨8,0,0⟩\vec{r}''(t) = \langle 8, 0, 0 \rangle \implies \vec{r}''(1) = \langle 8, 0, 0 \rangler′′(t)=⟨8,0,0⟩⟹r′′(1)=⟨8,0,0⟩
  3. Compute Speed ∥r⃗′(1)∥:\|\vec{r}'(1)\|:∥r′(1)∥:
    ∥r⃗′(1)∥=82+(−4)2+(−2)2=64+16+4=84=221\|\vec{r}'(1)\| = \sqrt{8^2 + (-4)^2 + (-2)^2} = \sqrt{64 + 16 + 4} = \sqrt{84} = 2\sqrt{21}∥r′(1)∥=82+(−4)2+(−2)2​=64+16+4​=84​=221​
  4. Compute Cross Product r⃗′(1)×r⃗′′(1):\vec{r}'(1) \times \vec{r}''(1):r′(1)×r′′(1):
    r⃗′(1)×r⃗′′(1)=∣i^j^k^8−4−2800∣=i^(0−0)−j^(0−(−16))+k^(0−(−32))=⟨0,−16,32⟩\vec{r}'(1) \times \vec{r}''(1) = \begin{vmatrix} \hat{i} & \hat{j} & \hat{k} \\ 8 & -4 & -2 \\ 8 & 0 & 0 \end{vmatrix} = \hat{i}(0 - 0) - \hat{j}(0 - (-16)) + \hat{k}(0 - (-32)) = \langle 0, -16, 32 \rangler′(1)×r′′(1)=​i^88​j^​−40​k^−20​​=i^(0−0)−j^​(0−(−16))+k^(0−(−32))=⟨0,−16,32⟩
  5. Compute Magnitude of Cross Product:
    ∥r⃗′(1)×r⃗′′(1)∥=02+(−16)2+322=256+1024=1280=165\|\vec{r}'(1) \times \vec{r}''(1)\| = \sqrt{0^2 + (-16)^2 + 32^2} = \sqrt{256 + 1024} = \sqrt{1280} = 16\sqrt{5}∥r′(1)×r′′(1)∥=02+(−16)2+322​=256+1024​=1280​=165​
  6. Evaluate Curvature:
    κ(1)=165(221)3=1658⋅2121=252121=2105441≈0.0464\kappa(1) = \frac{16\sqrt{5}}{(2\sqrt{21})^3} = \frac{16\sqrt{5}}{8 \cdot 21\sqrt{21}} = \frac{2\sqrt{5}}{21\sqrt{21}} = \frac{2\sqrt{105}}{441} \approx 0.0464κ(1)=(221​)3165​​=8⋅2121​165​​=2121​25​​=4412105​​≈0.0464

Example 2: Curvature of a Parabola y=x2y = x^2y=x2 at the Vertex

Find the curvature of the planar curve y=x2y = x^2y=x2 at the origin (0,0)(0, 0)(0,0).

Solution
  1. State Governing Formula: Planar Curvature Formula:
    κ(x)=∣f′′(x)∣[1+(f′(x))2]3/2\kappa(x) = \frac{|f''(x)|}{[1 + (f'(x))^2]^{3/2}}κ(x)=[1+(f′(x))2]3/2∣f′′(x)∣​
  2. Differentiate f(x)=x2f(x) = x^2f(x)=x2:
    f′(x)=2x  ⟹  f′(0)=0f'(x) = 2x \implies f'(0) = 0f′(x)=2x⟹f′(0)=0
    f′′(x)=2  ⟹  f′′(0)=2f''(x) = 2 \implies f''(0) = 2f′′(x)=2⟹f′′(0)=2
  3. Evaluate Curvature at x=0x = 0x=0:
    κ(0)=∣2∣[1+02]3/2=2\kappa(0) = \frac{|2|}{[1 + 0^2]^{3/2}} = 2κ(0)=[1+02]3/2∣2∣​=2

Connections & References

  • Parent Concepts: Derivatives of Vector-Valued Functions | Unit Tangent Vector
  • Related Notes: Radius of Curvature and Osculating Circles | Arc Length Parametrization | Tangential and Normal Components of Acceleration
  • Course Sessions: Calc-3 Session 06