Physics Mechanics 100% Free Open Access
Chapter 6 • Theory & Derivations

Rotational Kinematics & Dynamics

Angular velocity vectors, torque, angular momentum conservation, moment of inertia tensor, parallel and perpendicular axis theorems, and pure rolling motion without slipping.

§6.1 Rotational Kinematics and the Angular Velocity Vector

A rigid body is an idealized system of particles in which all mutual pairwise distances $|\mathbf{r}_i - \mathbf{r}_j|$ remain strictly constant in time.

1. The Angular Velocity Vector $\boldsymbol{\omega}$

For a rigid body rotating about an instantaneous axis, its angular velocity vector $\boldsymbol{\omega}$ points along the axis of rotation by the right-hand rule. The linear velocity $\mathbf{v}$ of any point at position $\mathbf{r}$ relative to an origin on the rotation axis is: $$\mathbf{v} = \boldsymbol{\omega} \times \mathbf{r}$$ Differentiating with respect to time gives total linear acceleration: $$\mathbf{a} = \frac{d\mathbf{v}}{dt} = \frac{d\boldsymbol{\omega}}{dt} \times \mathbf{r} + \boldsymbol{\omega} \times \frac{d\mathbf{r}}{dt} = \boldsymbol{\alpha} \times \mathbf{r} + \boldsymbol{\omega} \times (\boldsymbol{\omega} \times \mathbf{r})$$
  • $\mathbf{a}_t = \boldsymbol{\alpha} \times \mathbf{r}$: Tangential acceleration (from angular acceleration $\boldsymbol{\alpha} = \dot{\boldsymbol{\omega}}$).
  • $\mathbf{a}_c = \boldsymbol{\omega} \times (\boldsymbol{\omega} \times \mathbf{r}) = -\omega^2 \mathbf{r}_\perp$: Centripetal acceleration pointing perpendicular to the rotation axis.

2. Kinematic Equations for Constant Angular Acceleration $\alpha$

$$\omega(t) = \omega_0 + \alpha t, \quad \theta(t) = \omega_0 t + \frac{1}{2} \alpha t^2, \quad \omega^2 = \omega_0^2 + 2 \alpha \Delta\theta$$

§6.2 Torque, Angular Momentum, and Kepler's Second Law

Rotational dynamics represents the rotational counterpart to translational Newtonian mechanics.

1. Torque and Angular Momentum

For a particle acted upon by force $\mathbf{F}$ at position $\mathbf{r}$: $$\boldsymbol{\tau} = \mathbf{r} \times \mathbf{F} \quad (\text{Torque}), \quad \mathbf{L} = \mathbf{r} \times \mathbf{p} = \mathbf{r} \times (m\mathbf{v}) \quad (\text{Angular Momentum})$$ Differentiating $\mathbf{L}$ with respect to time: $$\frac{d\mathbf{L}}{dt} = \frac{d\mathbf{r}}{dt} \times \mathbf{p} + \mathbf{r} \times \frac{d\mathbf{p}}{dt} = (\mathbf{v} \times m\mathbf{v}) + \mathbf{r} \times \mathbf{F} = \mathbf{0} + \boldsymbol{\tau} = \boldsymbol{\tau}_{\text{net}}$$ Conservation of Angular Momentum: If net external torque vanishes ($\boldsymbol{\tau}_{\text{net}} = \mathbf{0}$): $$\mathbf{L} = \text{constant}$$

2. Central Forces and Kepler's Second Law

A **central force** acts along the line joining the particle to the origin: $\mathbf{F}(\mathbf{r}) = f(r)\hat{\mathbf{r}}$. $$\boldsymbol{\tau} = \mathbf{r} \times (f(r)\hat{\mathbf{r}}) = \mathbf{0} \implies \mathbf{L} = \text{constant}$$ Because $\mathbf{r} \cdot \mathbf{L} = \mathbf{r} \cdot (\mathbf{r} \times \mathbf{p}) = 0$, the particle's trajectory is strictly confined to a fixed plane perpendicular to $\mathbf{L}$. The swept-out area in time $dt$ is $dA = \frac{1}{2}|\mathbf{r} \times d\mathbf{r}| = \frac{1}{2}|\mathbf{r} \times \mathbf{v}| dt$: $$\frac{dA}{dt} = \frac{|\mathbf{L}|}{2m} = \text{constant} \quad (\text{Kepler's Second Law: Equal areas in equal times!})$$

§6.3 Rotational Kinetic Energy and Calculation of Moments of Inertia

For rotation about a fixed axis (say, the $z$-axis), the kinetic energy is: $$K_{\text{rot}} = \frac{1}{2} \sum_{i=1}^N m_i v_i^2 = \frac{1}{2} \sum_{i=1}^N m_i (r_{\perp, i} \omega)^2 = \frac{1}{2} \left( \sum_{i=1}^N m_i r_{\perp, i}^2 \right) \omega^2 = \frac{1}{2} I \omega^2$$ where the **Moment of Inertia** $I$ is: $$I = \sum_{i=1}^N m_i r_{\perp, i}^2 = \iiint_V r_\perp^2 \rho(\mathbf{r}) dV$$ Fixed-axis equation of motion: $\tau_z = I \alpha_z$.

Systematic Derivations for Standard Geometries

  • Thin Uniform Rod of Mass $M$, Length $L$ (About Center): $$I_{\text{cm}} = \int_{-L/2}^{L/2} x^2 \left(\frac{M}{L}\right) dx = \frac{M}{L} \left[ \frac{x^3}{3} \right]_{-L/2}^{L/2} = \frac{1}{12} M L^2$$
  • Thin Uniform Rod (About One End): $$I_{\text{end}} = \int_0^L x^2 \left(\frac{M}{L}\right) dx = \frac{1}{3} M L^2$$
  • Uniform Solid Cylinder / Disc of Mass $M$, Radius $R$ (About Cylindrical Axis): $$I = \int_0^R r^2 \left(\frac{2M}{R^2} r dr\right) = \frac{2M}{R^2} \left[ \frac{r^4}{4} \right]_0^R = \frac{1}{2} M R^2$$
  • Uniform Solid Sphere of Mass $M$, Radius $R$ (About Any Diameter): $$I = \frac{2}{5} M R^2$$
  • Thin Spherical Shell of Mass $M$, Radius $R$: $$I = \frac{2}{3} M R^2$$

§6.4 Theorems on Moments of Inertia: Parallel and Perpendicular Axes

Two fundamental theorems permit calculating moments of inertia about arbitrary axes without re-evaluating triple volume integrals.

1. Parallel Axis Theorem (Steiner’s Theorem)

The moment of inertia $I$ about any axis parallel to an axis passing through the center of mass at perpendicular distance $d$ is: $$I = I_{\text{cm}} + M d^2$$ Proof: Let the CM be the origin $\mathbf{R}_{\text{cm}} = \mathbf{0}$. The distance of mass element $dm$ to the parallel axis is $\mathbf{r}' = \mathbf{r} - \mathbf{d}$: $$I = \int (r')^2 dm = \int (\mathbf{r} - \mathbf{d}) \cdot (\mathbf{r} - \mathbf{d}) dm = \int r^2 dm - 2\mathbf{d} \cdot \int \mathbf{r} dm + d^2 \int dm$$ Since $\int \mathbf{r} dm = M \mathbf{R}_{\text{cm}} = \mathbf{0}$: $$I = I_{\text{cm}} + M d^2 \quad \blacksquare$$

2. Perpendicular Axis Theorem (Planar Laminae)

For a thin flat planar sheet lying entirely in the $xy$-plane ($z = 0$): $$I_z = I_x + I_y$$ Proof: $$I_x = \int y^2 dm, \quad I_y = \int x^2 dm$$ $$I_z = \int (x^2 + y^2) dm = \int x^2 dm + \int y^2 dm = I_x + I_y \quad \blacksquare$$

§6.5 Rigid Body Planar Dynamics and Pure Rolling Motion Without Slipping

Planar rigid body motion combines translational motion of the center of mass with rotation about the center of mass.

1. Decomposition of Kinetic Energy (Chasles’ Theorem)

The total kinetic energy of a rolling body is: $$K_{\text{total}} = \frac{1}{2} M v_{\text{cm}}^2 + \frac{1}{2} I_{\text{cm}} \omega^2$$

2. Pure Rolling Without Slipping

For a circular body of radius $R$ rolling without slipping along a surface: $$v_{\text{cm}} = R \omega, \quad a_{\text{cm}} = R \alpha$$ The contact point is instantaneously at rest ($v_{\text{contact}} = 0$). Static friction does zero mechanical work!

3. The Great Incline Race

For a body with $I_{\text{cm}} = c M R^2$ rolling down an incline of angle $\theta$: Applying energy conservation: $$Mgh = \frac{1}{2} M v_{\text{cm}}^2 + \frac{1}{2} (cMR^2) \left(\frac{v_{\text{cm}}}{R}\right)^2 = \frac{1}{2} M(1 + c) v_{\text{cm}}^2$$ Differentiating with respect to distance down slope gives linear acceleration: $$a_{\text{cm}} = \frac{g \sin \theta}{1 + c} = \frac{g \sin \theta}{1 + \frac{I_{\text{cm}}}{MR^2}}$$ Ranking:
  1. Solid Sphere ($c = 2/5 = 0.40$): $a = 0.714 g \sin\theta$ (Fastest!)
  2. Solid Cylinder / Disc ($c = 1/2 = 0.50$): $a = 0.667 g \sin\theta$
  3. Spherical Shell ($c = 2/3 = 0.67$): $a = 0.600 g \sin\theta$
  4. Hollow Hoop ($c = 1.00$): $a = 0.500 g \sin\theta$ (Slowest!)

4. Condition for Rolling Without Slipping

Static friction force required is: $$f_s = \frac{Mg \sin \theta}{1 + \frac{MR^2}{I_{\text{cm}}}} \le \mu_s Mg \cos \theta \implies \mu_s \ge \frac{\tan \theta}{1 + \frac{MR^2}{I_{\text{cm}}}}$$

📝 Chapter Worked Examples & Exercises

Complete derivations & analytical proofs
Hard Example 6.1: Rolling Race Down an Inclined Plane

A solid sphere ($I = \frac{2}{5}MR^2$), a uniform solid cylinder ($I = \frac{1}{2}MR^2$), and a thin spherical shell ($I = \frac{2}{3}MR^2$) are released from rest simultaneously at the top of an incline of angle $\theta = 30^\circ$ and length $L = 5.0\text{ m}$. (a) Calculate the linear acceleration $a$ for each body. (b) Determine the time taken $t$ for each to reach the bottom.

Step 1: Compute acceleration using a = g sin(θ) / (1 + c)
$$g \sin(30^\circ) = 9.80 \times 0.50 = 4.90 \text{ m/s}^2$$ $$a_{\text{solid sphere}} = \frac{4.90}{1 + 0.40} = \frac{4.90}{1.40} = 3.50 \text{ m/s}^2$$ $$a_{\text{cylinder}} = \frac{4.90}{1 + 0.50} = \frac{4.90}{1.50} \approx 3.267 \text{ m/s}^2$$ $$a_{\text{spherical shell}} = \frac{4.90}{1 + 0.667} = \frac{4.90}{1.667} = 2.94 \text{ m/s}^2$$

The solid sphere has the highest acceleration because it stores the lowest fraction of energy in rotational motion.

Step 2: Calculate time to travel distance L = 5.0 m via t = sqrt(2L / a)
$$t_{\text{solid sphere}} = \sqrt{\frac{2(5.0)}{3.50}} = \sqrt{2.857} \approx 1.690 \text{ s}$$ $$t_{\text{cylinder}} = \sqrt{\frac{2(5.0)}{3.267}} = \sqrt{3.061} \approx 1.750 \text{ s}$$ $$t_{\text{spherical shell}} = \sqrt{\frac{2(5.0)}{2.94}} = \sqrt{3.401} \approx 1.844 \text{ s}$$

Arrival order: 1st Solid Sphere, 2nd Cylinder, 3rd Spherical Shell.

Hard Example 6.2: Sweet Spot for Pure Rolling: The Billiard Ball Cue Strike

A billiard ball of mass $M$ and radius $R$ rests on a horizontal table with coefficient of friction $\mu$. A cue strikes the ball horizontally with an impulse $J$ at height $h$ above the center of the ball. Determine the exact height $h$ such that the ball rolls immediately without slipping from $t = 0$.

Step 1: Relate impulse to initial linear and angular velocity
$$J = M v_0 \implies v_0 = \frac{J}{M}$$ $$\tau_{\text{impulse}} = J h = I_{\text{cm}} \omega_0 = \left(\frac{2}{5} M R^2\right) \omega_0 \implies \omega_0 = \frac{5 J h}{2 M R^2}$$

The horizontal impulse imparts forward linear momentum, and the off-center impact exerts impulsive torque.

Step 2: Apply pure rolling condition v_0 = R ω_0
$$v_0 = R \omega_0 \implies \frac{J}{M} = R \left( \frac{5 J h}{2 M R^2} \right) = \frac{5 J h}{2 M R}$$ $$1 = \frac{5 h}{2 R} \implies h = \frac{2}{5} R = 0.40 R$$

Striking the ball at height $h = 0.4 R$ above its center initiates immediate rolling without any slipping or friction skid.

Medium Example 6.3: Physical Pendulum Minimum Period

A uniform thin rod of length $L = 1.0\text{ m}$ oscillates in a vertical plane about a horizontal pivot at distance $d$ from its center of mass. (a) Derive the period of oscillation $T(d)$ for small amplitudes. (b) Find the distance $d$ that minimizes the period of oscillation.

Step 1: Compute moment of inertia and angular frequency
$$I = I_{\text{cm}} + M d^2 = \frac{1}{12}M L^2 + M d^2$$ $$\tau = -M g d \sin \theta \approx -M g d \theta = I \ddot{\theta}$$ $$\omega^2 = \frac{M g d}{\frac{1}{12}M L^2 + M d^2} = \frac{g d}{\frac{L^2}{12} + d^2} \implies T = 2\pi \sqrt{\frac{\frac{L^2}{12} + d^2}{g d}}$$

The effective length of the equivalent simple pendulum is $L_{\text{eq}} = \frac{L^2}{12d} + d$.

Step 2: Minimize period with respect to d
$$\frac{d}{dd}\left( \frac{L^2}{12d} + d \right) = -\frac{L^2}{12 d^2} + 1 = 0 \implies d^2 = \frac{L^2}{12} \implies d = \frac{L}{\sqrt{12}} = \frac{L}{2\sqrt{3}} \approx 0.2887 L$$ $$\text{For } L = 1.0\text{ m}: \quad d \approx 0.289\text{ m}$$

Pivoting at $d = 0.289L$ achieves the minimum period of oscillation.