Review of Elementary Principles & D'Alembert's Principle
Mechanics of particle systems, classification of kinematic constraints, generalized coordinates, principle of virtual work, D'Alembert's dynamic principle, derivation of Lagrange's equations, generalized velocity-dependent potentials (Lorentz force), and Rayleigh dissipation functions.
1.1Mechanics of a System of Particles & Conservation Theorems
1. Center of Mass & Total Linear Momentum
Consider an assembly of $N$ discrete particles with masses $m_i$ ($i = 1, 2, \dots, N$) and position vectors $\vec{r}_i$ measured relative to an inertial reference frame. The center of mass position vector $\vec{R}$ is defined by:2. Newton's Second Law for Particle Systems
The net force acting on the $i$-th particle decomposes into an external force $\vec{F}_i^{\text{ext}}$ applied from outside the system and internal pairwise interaction forces $\vec{F}_{ij}$ exerted on particle $i$ by particle $j$:Conservation Theorem of Linear Momentum: If the total external force vanishes ($\vec{F}^{\text{ext}} = 0$), the total linear momentum is conserved ($\vec{P} = \text{constant}$), and the center of mass moves with constant rectilinear velocity.
3. Angular Momentum & Internal Torques
The total angular momentum about the origin is $\vec{L} = \sum_{i=1}^N \vec{r}_i \times \vec{p}_i$. Its time derivative is:Conservation Theorem of Angular Momentum: If the net external torque about a chosen point vanishes ($\vec{N}^{\text{ext}} = 0$), total angular momentum $\vec{L}$ about that point is conserved.
1.2Constraints, Degrees of Freedom & Generalized Coordinates
1. Classification of Mechanical Constraints
In any realistic dynamical setup, particle motions are restricted by geometric or kinematic limitations called constraints. Constraints are rigorously categorized into two primary divisions:- Holonomic Constraints: Expressible as algebraic equations involving only coordinates and time:
$$f_k(\vec{r}_1, \vec{r}_2, \dots, \vec{r}_N, t) = 0, \quad k = 1, 2, \dots, m$$Examples include a rigid rod connecting two masses ($|\vec{r}_1 - \vec{r}_2|^2 - L^2 = 0$) or a particle sliding on a spherical surface ($x^2 + y^2 + z^2 - R^2 = 0$).
- Non-Holonomic Constraints: Cannot be integrated into coordinate-only relations. They occur as non-integrable differentials of velocities:
$$\sum_{i=1}^{3N} a_{ki} dq_i + a_{kt} dt = 0$$or inequalities ($r^2 - R^2 \ge 0$, e.g., a gas in a container or a bead rolling off a sphere). A classic non-holonomic example is a rolling disc without slipping.
2. Temporal Dependence: Scleronomic vs. Rheonomic
- Scleronomic: Constraint equations do not depend explicitly on time $t$: $f_k(\vec{r}_i) = 0$ (e.g., rigid pendulum with fixed pivot).
- Rheonomic: Constraint equations depend explicitly on time $t$: $f_k(\vec{r}_i, t) = 0$ (e.g., pendulum whose support oscillates vertically $z_0 = A \cos \omega t$).
3. Degrees of Freedom & Generalized Coordinates
For a system of $N$ particles subjected to $m$ independent holonomic constraints, the number of independent degrees of freedom $n$ is:1.3Principle of Virtual Work & Virtual Displacements
1. Definition of Virtual Displacements
A virtual displacement $\delta \vec{r}_i$ is defined as an infinitesimal, arbitrary change in the coordinates of the system that is:- Purely geometric and instantaneous: It takes place at a fixed instant of time ($\delta t = 0$).
- Consistent with all instantaneous kinematic constraints: For holonomic constraints $f_k(\vec{r}_i, t) = 0$, the virtual variations satisfy:
$$\sum_{i=1}^N \nabla_i f_k \cdot \delta \vec{r}_i = 0$$
In contrast, a real displacement $d\vec{r}_i = \vec{v}_i dt$ occurs over a time interval $dt$ during which constraints may change explicitly with time.
2. Virtual Work & Ideal Constraints
Let the total force on particle $i$ be decomposed into applied external force $\vec{F}_i$ and constraint force $\vec{f}_i$:Postulate of Ideal Constraints: In standard classical mechanics, the net virtual work done by constraint forces vanishes identically for any virtual displacement consistent with constraints:
Examples of ideal constraints include rigid interatomic bonds, frictionless surfaces (where normal force $\vec{N} \perp \delta \vec{r}$), and rolling without slipping (where instantaneous point of contact has zero velocity).
3. The Principle of Virtual Work for Static Equilibrium
For a system in static equilibrium, $\vec{F}_i^{\text{total}} = 0$. Incorporating the ideal constraint postulate, the condition for equilibrium reduces purely to the applied forces:This principle enables solving equilibrium problems without determining internal constraint forces.
1.4D'Alembert's Principle & Dynamic Generalization
1. Dynamic Inertial Forces
Jean le Rond d'Alembert (1743) converted dynamical problems into equivalent static problems by rewriting Newton's equation $\vec{F}_i^{\text{total}} = \dot{\vec{p}}_i$ as:2. Statement of D'Alembert's Principle
Taking the dot product with an arbitrary virtual displacement $\delta \vec{r}_i$ and summing over all $N$ particles:This principle is the cornerstone of analytical mechanics: it governs dynamics without requiring explicit knowledge of constraint forces.
1.5Derivation of Lagrange's Equations from D'Alembert's Principle
1. Transformation to Generalized Coordinates
Since $\vec{r}_i = \vec{r}_i(q_1, \dots, q_n, t)$, the virtual displacement at fixed $t$ is:2. Generalized Force Definition
We define the generalized force $Q_j$ associated with coordinate $q_j$ as:3. Mathematical Identities for the Inertial Term
Consider the term $\sum_i m_i \ddot{\vec{r}}_i \cdot \frac{\partial \vec{r}_i}{\partial q_j}$:- Cancellation of Dots: Since $\vec{v}_i = \sum_k \frac{\partial \vec{r}_i}{\partial q_k}\dot{q}_k + \frac{\partial \vec{r}_i}{\partial t}$, differentiating with respect to $\dot{q}_j$ gives:
$$\frac{\partial \vec{v}_i}{\partial \dot{q}_j} = \frac{\partial \vec{r}_i}{\partial q_j}$$
- Interchange of Time and Partial Derivatives:
$$\frac{d}{dt}\left(\frac{\partial \vec{r}_i}{\partial q_j}\right) = \sum_k \frac{\partial^2 \vec{r}_i}{\partial q_k \partial q_j} \dot{q}_k + \frac{\partial^2 \vec{r}_i}{\partial t \partial q_j} = \frac{\partial}{\partial q_j}\left( \sum_k \frac{\partial \vec{r}_i}{\partial q_k} \dot{q}_k + \frac{\partial \vec{r}_i}{\partial t} \right) = \frac{\partial \vec{v}_i}{\partial q_j}$$
4. Final Form of Lagrange's Equations
D'Alembert's equation becomes:1.6Velocity-Dependent Potentials & Dissipation Functions
1. Generalized Potentials for Velocity-Dependent Forces
If generalized forces can be expressed as:2. The Electromagnetic Lorentz Force as a Generalized Potential
For a charged particle of charge $q$ moving with velocity $\vec{v}$ in an electromagnetic field described by scalar potential $\Phi(\vec{r}, t)$ and vector potential $\vec{A}(\vec{r}, t)$, the Lorentz force is:3. Rayleigh's Dissipation Function
When frictional or viscous forces are proportional to velocity, $\vec{F}_{f, i} = -k_i \vec{v}_i$, Lord Rayleigh introduced the dissipation function $\mathcal{F}$:Standard University Exam Solved Problems
Double Incline with Connected Masses via D'Alembert's Principle
Two masses $m_1$ and $m_2$ rest on frictionless planes inclined at angles $\alpha$ and $\beta$ respectively. They are connected by an inextensible string passing over a frictionless massless pulley. Use D'Alembert's principle to determine the acceleration of the system and the tension in the string.
Let $s_1$ be the displacement of mass $m_1$ down plane $\alpha$, and $s_2$ the position of $m_2$ from the pulley along plane $\beta$. Inextensibility requires $s_1 + s_2 = L$, so any virtual displacement satisfies $\delta s_2 = -\delta s_1$.
Since $a_1 = a$ and $a_2 = -a$, substituting applied forces along the planes and collecting terms in $\delta s_1$ gives $(m_1 g \sin \alpha - m_2 g \sin \beta - (m_1 + m_2)a)\delta s_1 = 0$.
Because $\delta s_1$ is arbitrary, the coefficient must vanish. String tension is then found from single particle dynamics $T = m_1(g \sin \alpha - a) = \frac{m_1 m_2 g(\sin \alpha + \sin \beta)}{m_1 + m_2}$.
System acceleration: a = g (m1 sin α - m2 sin β)/(m1 + m2); Tension: T = m1 m2 g (sin α + sin β)/(m1 + m2).
Lagrangian of a Bead Sliding on a Uniformly Rotating Wire Hoop
A bead of mass $m$ slides without friction on a circular wire hoop of radius $R$ in a vertical plane. The hoop rotates with constant angular velocity $\omega$ about its vertical diameter. Set up the Lagrangian and derive the equation of motion for the angular position $\theta$ of the bead.
Here $\theta$ is the angle of the bead measured from the lowest point of the hoop. The vertical axis is $z$, and the hoop rotates at azimuth $\phi = \omega t$.
The kinetic energy is $T = \frac{1}{2}m R^2(\dot{\theta}^2 + \omega^2 \sin^2 \theta)$. Taking $z=0$ at the center, potential energy is $V = -m g R \cos \theta$.
Evaluating $\frac{\partial L}{\partial \dot{\theta}} = m R^2 \dot{\theta}$ and $\frac{\partial L}{\partial \theta} = m R^2 \omega^2 \sin \theta \cos \theta - m g R \sin \theta$, we obtain $\ddot{\theta} - \left(\omega^2 \cos \theta - \frac{g}{R}\right)\sin \theta = 0$.
Equation of motion: θ̈ = (ω² cos θ - g/R) sin θ. A supercritical pitchfork bifurcation occurs at critical rotation speed ω_c = √(g/R).
Canonical Momentum & Lagrangian for a Charged Particle in Crossed E and B Fields
Find the Lagrangian, generalized momentum, and equations of motion for a particle of charge $q$ and mass $m$ moving in a uniform magnetic field $\vec{B} = B_0 \hat{z}$ and uniform electric field $\vec{E} = E_0 \hat{y}$ using the Landau gauge $\vec{A} = -B_0 y \hat{x}$, $\Phi = -E_0 y$.
Substituting vector potential components $A_x = -B_0 y, A_y = A_z = 0$ and scalar potential $\Phi = -E_0 y$ into $L = T - q\Phi + q \vec{v}\cdot\vec{A}$.
Coordinates $x$ and $z$ are cyclic since they do not appear explicitly in $L$. Their canonical momenta $p_x$ and $p_z$ are strict constants of motion.
Substituting $\dot{x} = \frac{p_x + q B_0 y}{m}$ yields $m \ddot{y} + \omega_c^2 y = q E_0 - \omega_c p_x$, showing harmonic cycloidal drift at cyclotron frequency $\omega_c = q B_0 / m$.
px = m ẋ - q B0 y = const; pz = m ż = const; y-motion undergoes cycloidal drift with drift velocity v_d = E0/B0.