Physics Mechanics 100% Free Open Access
Chapter 2 • Theory & Derivations

Vector Integral Theorems & Coordinates

Line, surface, and volume elements, Gauss's divergence theorem, Stokes' theorem, Green's theorem, plane polar coordinates, cylindrical and spherical systems, and the Laplacian operator.

§2.1 Line, Surface, and Volume Integrals with Fundamental Theorems

Vector integrals form the core mathematical foundation for evaluating work done along curves, mass distributions across solid volumes, and flux of gravitational and electric fields.

1. Line Integrals and Path Independence

The line integral of a vector field $\mathbf{F}$ along a directed smooth curve $C$ parameterized by $\mathbf{r}(t)$ for $t \in [a, b]$ is: $$W = \int_C \mathbf{F} \cdot d\mathbf{r} = \int_a^b \mathbf{F}(\mathbf{r}(t)) \cdot \frac{d\mathbf{r}}{dt} dt$$ For a conservative force field $\mathbf{F} = -\boldsymbol{\nabla}U$, the line integral depends strictly on the endpoints $A$ and $B$: $$\int_A^B \mathbf{F} \cdot d\mathbf{r} = -\int_A^B dU = -(U(B) - U(A)) = U(A) - U(B)$$ Consequently, the circulation around any closed loop vanishes identically: $$\oint_C \mathbf{F} \cdot d\mathbf{r} = 0$$

2. Gauss’s Divergence Theorem

Gauss's divergence theorem establishes that the total outward flux of a continuously differentiable vector field $\mathbf{V}$ across a closed boundary surface $S = \partial V$ equals the volume integral of its divergence: $$\oint_S \mathbf{V} \cdot d\mathbf{A} = \iiint_V (\boldsymbol{\nabla} \cdot \mathbf{V}) dV$$ Gravitational Application: For the Newtonian gravitational field $\mathbf{g} = -G \frac{M}{r^2} \hat{\mathbf{r}}$, the flux across any closed surface bounding mass $M_{\text{enc}}$ is: $$\oint_S \mathbf{g} \cdot d\mathbf{A} = -4\pi G M_{\text{enc}} = -4\pi G \iiint_V \rho(\mathbf{r}) dV$$ In differential form, this produces the field equation $\boldsymbol{\nabla} \cdot \mathbf{g} = -4\pi G \rho$.

3. Stokes’ Curl Theorem

Stokes' theorem transforms the surface integral of the curl over an open orientable surface $S$ into the line integral around its bounding closed contour $C = \partial S$: $$\oint_C \mathbf{F} \cdot d\mathbf{r} = \iint_S (\boldsymbol{\nabla} \times \mathbf{F}) \cdot d\mathbf{A}$$ If $\boldsymbol{\nabla} \times \mathbf{F} = \mathbf{0}$ throughout $S$, the contour integral is guaranteed to be zero for any closed path.

§2.2 Green’s Theorem in the Plane and Geometric Area Integrals

Green's Theorem is the two-dimensional planar specialization of Stokes' Theorem, establishing an equivalence between a line integral around a simple closed curve and a double integral over the bounded plane region.

1. Formal Statement of Green’s Theorem

Let $C$ be a positively oriented (counterclockwise), piecewise-smooth, simple closed curve in the $xy$-plane, and let $D$ be the region bounded by $C$. If $L(x, y)$ and $M(x, y)$ have continuous partial derivatives on an open region containing $D$, then: $$\oint_C (L\, dx + M\, dy) = \iint_D \left( \frac{\partial M}{\partial x} - \frac{\partial L}{\partial y} \right) dA$$

2. Planar Area Computation via Contour Integration

By strategically choosing functions $L$ and $M$ such that $\frac{\partial M}{\partial x} - \frac{\partial L}{\partial y} = 1$:
  • Case 1: $L = 0, M = x \implies \text{Area}(D) = \oint_C x\, dy$
  • Case 2: $L = -y, M = 0 \implies \text{Area}(D) = -\oint_C y\, dx$
  • Case 3 (Symmetric Form): $$\text{Area}(D) = \frac{1}{2} \oint_C (x\, dy - y\, dx)$$
This formula allows the exact calculation of areas bounded by parametric curves (such as ellipses, astroids, and cardioids) via simple one-dimensional boundary integrals.

§2.3 Plane Polar Coordinates: Basis Vectors, Velocity, and Acceleration

For central forces (e.g., planetary orbits) and rotational motion, planar polar coordinates $(r, \theta)$ offer a vastly superior natural framework compared to Cartesian coordinates.

1. Polar Basis Vectors and Transformations

Coordinates are related by: $$x = r \cos \theta, \quad y = r \sin \theta, \quad r = \sqrt{x^2 + y^2}, \quad \theta = \arctan\left(\frac{y}{x}\right)$$ The orthonormal basis vectors are: $$\hat{\mathbf{r}} = \cos \theta \hat{\mathbf{i}} + \sin \theta \hat{\mathbf{j}}, \quad \hat{\boldsymbol{\theta}} = -\sin \theta \hat{\mathbf{i}} + \cos \theta \hat{\mathbf{j}}$$ Unlike Cartesian unit vectors, $\hat{\mathbf{r}}$ and $\hat{\boldsymbol{\theta}}$ vary with position as the angle $\theta(t)$ changes in time! Differentiating with respect to time using the chain rule: $$\frac{d\hat{\mathbf{r}}}{dt} = (-\sin\theta\dot{\theta})\hat{\mathbf{i}} + (\cos\theta\dot{\theta})\hat{\mathbf{j}} = \dot{\theta} \hat{\boldsymbol{\theta}}$$ $$\frac{d\hat{\boldsymbol{\theta}}}{dt} = (-\cos\theta\dot{\theta})\hat{\mathbf{i}} - (\sin\theta\dot{\theta})\hat{\mathbf{j}} = -\dot{\theta} \hat{\mathbf{r}}$$

2. Kinematic Velocity in Polar Coordinates

The position vector is simply $\mathbf{r} = r \hat{\mathbf{r}}$. Differentiating: $$\mathbf{v} = \frac{d\mathbf{r}}{dt} = \frac{dr}{dt} \hat{\mathbf{r}} + r \frac{d\hat{\mathbf{r}}}{dt} = \dot{r} \hat{\mathbf{r}} + r \dot{\theta} \hat{\boldsymbol{\theta}}$$
  • $v_r = \dot{r}$: Radial velocity.
  • $v_\theta = r\dot{\theta}$: Transverse (azimuthal) velocity.
  • Speed: $v = \sqrt{\dot{r}^2 + r^2\dot{\theta}^2}$.

3. Kinematic Acceleration in Polar Coordinates

Differentiating velocity with respect to time: $$\mathbf{a} = \frac{d\mathbf{v}}{dt} = \frac{d}{dt}(\dot{r} \hat{\mathbf{r}} + r\dot{\theta} \hat{\boldsymbol{\theta}}) = \ddot{r}\hat{\mathbf{r}} + \dot{r}\dot{\hat{\mathbf{r}}} + \dot{r}\dot{\theta}\hat{\boldsymbol{\theta}} + r\ddot{\theta}\hat{\boldsymbol{\theta}} + r\dot{\theta}\dot{\hat{\boldsymbol{\theta}}}$$ Substituting $\dot{\hat{\mathbf{r}}} = \dot{\theta}\hat{\boldsymbol{\theta}}$ and $\dot{\hat{\boldsymbol{\theta}}} = -\dot{\theta}\hat{\mathbf{r}}$: $$\mathbf{a} = (\ddot{r} - r\dot{\theta}^2) \hat{\mathbf{r}} + (r\ddot{\theta} + 2\dot{r}\dot{\theta}) \hat{\boldsymbol{\theta}}$$
  • Radial Acceleration $a_r = \ddot{r} - r\dot{\theta}^2$: Composed of linear radial acceleration $\ddot{r}$ and the inward centripetal acceleration $-r\dot{\theta}^2$.
  • Transverse Acceleration $a_\theta = r\ddot{\theta} + 2\dot{r}\dot{\theta} = \frac{1}{r}\frac{d}{dt}(r^2 \dot{\theta})$: Contains the angular acceleration term $r\ddot{\theta}$ and the **Coriolis term** $2\dot{r}\dot{\theta}$.
  • Kepler's Second Law: For a central force, $F_\theta = 0 \implies a_\theta = 0 \implies \frac{d}{dt}(r^2\dot{\theta}) = 0 \implies r^2\dot{\theta} = \text{const}$, proving that areal velocity is strictly constant!

§2.4 Cylindrical and Spherical Coordinate Systems and Laplacian Operators

Physical problems with axial symmetry (flywheels, rods) or central symmetry (gravitation, electrostatic potentials) are vastly simplified by cylindrical or spherical coordinates.

1. Cylindrical Coordinates $(r, \theta, z)$

Transformation to Cartesian coordinates: $$x = r \cos \theta, \quad y = r \sin \theta, \quad z = z$$ Orthonormal basis vectors: $$\hat{\mathbf{r}} = \cos \theta \hat{\mathbf{i}} + \sin \theta \hat{\mathbf{j}}, \quad \hat{\boldsymbol{\theta}} = -\sin \theta \hat{\mathbf{i}} + \cos \theta \hat{\mathbf{j}}, \quad \hat{\mathbf{z}} = \hat{\mathbf{k}}$$ Metric scale factors: $h_r = 1, h_\theta = r, h_z = 1$. Infinitesimal line element: $$d\mathbf{r} = dr \hat{\mathbf{r}} + r d\theta \hat{\boldsymbol{\theta}} + dz \hat{\mathbf{z}}, \quad dV = r \, dr \, d\theta \, dz$$ Differential operators in cylindrical coordinates: $$\boldsymbol{\nabla}\Phi = \frac{\partial \Phi}{\partial r} \hat{\mathbf{r}} + \frac{1}{r} \frac{\partial \Phi}{\partial \theta} \hat{\boldsymbol{\theta}} + \frac{\partial \Phi}{\partial z} \hat{\mathbf{z}}$$ $$\boldsymbol{\nabla} \cdot \mathbf{V} = \frac{1}{r}\frac{\partial(r V_r)}{\partial r} + \frac{1}{r}\frac{\partial V_\theta}{\partial \theta} + \frac{\partial V_z}{\partial z}$$ $$\nabla^2 \Phi = \frac{1}{r} \frac{\partial}{\partial r}\left(r \frac{\partial \Phi}{\partial r}\right) + \frac{1}{r^2}\frac{\partial^2 \Phi}{\partial \theta^2} + \frac{\partial^2 \Phi}{\partial z^2}$$

2. Spherical Polar Coordinates $(r, \theta, \phi)$

Transformation ($ heta$ is colatitude / polar angle, $\phi$ is azimuth): $$x = r \sin \theta \cos \phi, \quad y = r \sin \theta \sin \phi, \quad z = r \cos \theta$$ Scale factors: $h_r = 1, h_\theta = r, h_\phi = r \sin \theta$. Differential volume element: $$dV = r^2 \sin \theta \, dr \, d\theta \, d\phi$$ Differential operators in spherical coordinates: $$\boldsymbol{\nabla}\Phi = \frac{\partial \Phi}{\partial r} \hat{\mathbf{r}} + \frac{1}{r} \frac{\partial \Phi}{\partial \theta} \hat{\boldsymbol{\theta}} + \frac{1}{r \sin \theta} \frac{\partial \Phi}{\partial \phi} \hat{\boldsymbol{\phi}}$$ $$\boldsymbol{\nabla} \cdot \mathbf{V} = \frac{1}{r^2}\frac{\partial(r^2 V_r)}{\partial r} + \frac{1}{r \sin \theta}\frac{\partial(\sin \theta V_\theta)}{\partial \theta} + \frac{1}{r \sin \theta}\frac{\partial V_\phi}{\partial \phi}$$ $$\nabla^2 \Phi = \frac{1}{r^2} \frac{\partial}{\partial r}\left(r^2 \frac{\partial \Phi}{\partial r}\right) + \frac{1}{r^2 \sin \theta} \frac{\partial}{\partial \theta}\left(\sin \theta \frac{\partial \Phi}{\partial \theta}\right) + \frac{1}{r^2 \sin^2 \theta} \frac{\partial^2 \Phi}{\partial \phi^2}$$

📝 Chapter Worked Examples & Exercises

Complete derivations & analytical proofs
Hard Example 2.1: Gravitational Field of a Solid Sphere via Gauss's Theorem

Using Gauss's divergence theorem, determine the gravitational field $\mathbf{g}(r)$ produced by a solid homogeneous sphere of radius $R$ and uniform mass density $\rho_0$ for both (a) outside the sphere ($r \ge R$), and (b) inside the sphere ($r < R$).

Step 1: Set up spherical Gaussian surface
$$\oint_{S} \mathbf{g} \cdot d\mathbf{A} = -4\pi G M_{\text{enc}}$$ $$\text{By spherical symmetry, } \mathbf{g}(\mathbf{r}) = -g(r)\hat{\mathbf{r}}$$ $$\oint_{S} (-g(r)\hat{\mathbf{r}}) \cdot (dA \hat{\mathbf{r}}) = -g(r) (4\pi r^2) = -4\pi G M_{\text{enc}} \implies g(r) = \frac{G M_{\text{enc}}}{r^2}$$

Spherical symmetry guarantees that the field is purely radial and uniform over any concentric sphere.

Step 2: Evaluate field outside and inside the mass distribution
$$\text{For } r \ge R: \quad M_{\text{enc}} = M = \frac{4}{3}\pi R^3 \rho_0 \implies \mathbf{g}(r) = -\frac{G M}{r^2} \hat{\mathbf{r}}$$ $$\text{For } r < R: \quad M_{\text{enc}} = \frac{4}{3}\pi r^3 \rho_0 = M\left(\frac{r^3}{R^3}\right) \implies \mathbf{g}(r) = -\frac{G M r}{R^3} \hat{\mathbf{r}}$$

Outside, the sphere acts as a point mass $M$. Inside, the field increases linearly with radial distance $r$ from the center.

Medium Example 2.2: Area of an Ellipse using Green’s Theorem

An ellipse is parameterized by $x(t) = a \cos t, y(t) = b \sin t$ for $t \in [0, 2\pi]$. Use Green's Theorem symmetric contour integral $A = \frac{1}{2}\oint_C (x\, dy - y\, dx)$ to derive the exact area bounded by the ellipse.

Step 1: Compute differentials dx and dy
$$x = a \cos t \implies dx = -a \sin t \, dt$$ $$y = b \sin t \implies dy = b \cos t \, dt$$

Parameterizing the boundary transforms the double integral into a one-dimensional periodic integral.

Step 2: Evaluate contour integral around [0, 2π]
$$x\, dy - y\, dx = (a \cos t)(b \cos t \, dt) - (b \sin t)(-a \sin t \, dt) = a b (\cos^2 t + \sin^2 t) dt = ab \, dt$$ $$A = \frac{1}{2} \int_0^{2\pi} ab \, dt = \frac{1}{2} ab (2\pi) = \pi a b$$

Green's Theorem yields the exact area formula $A = \pi a b$ in two straightforward integration steps.

Hard Example 2.3: Kinematics of a Bead Sliding on a Uniformly Rotating Rod

A bead of mass $m$ slides frictionlessly along a straight rod rotating in a horizontal plane with constant angular velocity $\omega = \dot{\theta}$. If the bead is released from rest relative to the rod at radial distance $r_0$ at $t = 0$: (a) write the radial equation of motion using polar coordinates, (b) solve for $r(t)$, and (c) find the transverse normal reaction force $N(t)$ exerted by the rod on the bead.

Step 1: Set up the radial dynamic equation
$$F_r = m a_r = m(\ddot{r} - r\dot{\theta}^2) = m(\ddot{r} - r\omega^2)$$ $$\text{Since the rod is frictionless, } F_r = 0 \implies \ddot{r} - \omega^2 r = 0$$

The outward centrifugal term in the rotating frame acts as a repulsive linear force.

Step 2: Solve the differential equation with boundary conditions
$$r(t) = C_1 \cosh(\omega t) + C_2 \sinh(\omega t)$$ $$r(0) = r_0 \implies C_1 = r_0, \quad \dot{r}(0) = 0 \implies C_2 = 0$$ $$r(t) = r_0 \cosh(\omega t), \quad \dot{r}(t) = r_0 \omega \sinh(\omega t)$$

The radial distance grows exponentially with hyperbolic cosine.

Step 3: Determine the normal transverse force
$$N = F_\theta = m a_\theta = m(r\ddot{\theta} + 2\dot{r}\dot{\theta}) = m(0 + 2\dot{r}\omega) = 2m\omega \dot{r}$$ $$N(t) = 2m r_0 \omega^2 \sinh(\omega t)$$

The transverse reaction force is strictly equal to the Coriolis force required to maintain the rod's angular velocity.