**PDF version:** Notes on Classical Mechanics – by Logan Thrasher Collins

*These notes will cover the basics of Lagrangian mechanics and Hamiltonian mechanics using linear oscillatory motion as a lens (including coupled oscillations). I will assume that the reader already has knowledge of Newtonian mechanics at the level of a typical introductory physics course. That said, these notes are targeted towards readers who want to apply mechanics in engineering disciplines. I will not go much into derivations or at all into proofs, but rather present mechanics as a tool for solving engineering problems. *

__Lagrangian mechanics__

__Lagrangian mechanics__

**Overview of Lagrangian mechanics**

Although Newtonian mechanics is useful in many situations, there exist many mechanical systems for which Newtonian methods are difficult to apply. One way of circumventing a cumbersome Newtonian problem is to utilize the Lagrangian method instead.

Lagrange’s method centers around a quantity known as the Lagrangian L. This quantity is equal to the system’s kinetic energy T minus the system’s potential energy V (see the first expression below). The Lagrangian is needed for a differential equation called the Euler-Lagrange equation (see the second expression below). Here, q represents the generalized coordinates of the system. The concept of generalized coordinates will be explained subsequently. As one example, q could equal the one-dimensional position x of a free particle. When the Euler-Lagrange equation is simplified, it reduces to a differential equation that describes the motion of the desired system. Solving that differential equation gives the equations of motion for the system.

**Generalized coordinates**

Generalized coordinates q_{i} are any set of independent coordinates that can uniquely specify the configuration of a system. Because they are independent variables, generalized coordinates cannot exhibit any functional relationship to each other. Because they specify the configuration of the system, if all the generalized coordinates are known, all positions of every part of the system can be found.

In practice, generalized coordinates are typically displacements and angles. Cartesian coordinates, polar coordinates, and more can be equivalent to generalized coordinates. Note that one system can have many sets of generalized coordinates. However, it is typically most useful to choose a set that has the fewest possible generalized coordinates.

When the fewest possible generalized coordinates are chosen, they can be used to determine the system’s configuration in any other coordinate system. For instance, consider a 2D pendulum with a particle at the end of a swinging rod of length p. One of the sets of generalized coordinates with the fewest possible variables consists of just θ, the angle between the pendulum and its equilibrium position (straight down). To obtain the Cartesian coordinates in terms of θ, one can use the expression (x, y) = (psinθ, pcosθ). As is clear from this example, the single generalized coordinate fully specifies the configuration of the pendulum system.

To further explore generalized coordinate systems, some key examples of generalized coordinates are given in the following table. While there are infinite possible systems to explore, these examples should help to give some intuition regarding how to implement generalized coordinates.

Lagrangian mechanics is typically most useful for constrained systems rather than unconstrained systems. To understand the meanings of constrained and unconstrained, realize that the cases of the systems above that are unconstrained include the free particle systems and the cases of the systems above that are constrained include the single 2D pendulum, the double 2D pendulum, and the 1D spring system.

**Using the Euler-Lagrange equation**

As mentioned earlier, employing the Euler-Lagrange equation first requires computing the Lagrangian L = T – V. Next, one must find the derivatives ∂L/∂q, ∂L/∂q̣̇. Note that, since q̣̇ is a time derivative of a position coordinate, it is a velocity variable. Once these derivatives are found, one must differentiate the result of ∂L/∂q̣̇ with respect to time. Put these results back into the Euler Lagrange equation and simplify. This will produce a differential equation that describes the motion of the system. Solving the differential equation will give the system’s equations of motion. Note that it is often necessary to solve the resulting differential equation numerically.

To further illustrate how to apply the Euler-Lagrange equation, consider the system of the fixed spring linked to a mass. The following series of equations shows how to find the differential equation describing this system. Recall that the kinetic energy of a moving mass is 0.5mv^{2} and the potential energy of a spring is 0.5kx^{2}.

When applying the Lagrangian method, it is useful to understand ignorable coordinates. If a coordinate q_{i} is ignorable, the corresponding generalized momentum p_{i} = ∂L/∂*q̣̇ _{i} *must be constant. When the generalized momentum p

_{i}is constant, ∂L/∂q

_{i}= 0 for the generalized coordinate q

_{i}. Ignorable coordinates can simplify Lagrangian problems since L no longer depends on the ignorable coordinate q. However, it should be noted that q̣̇ is not always a constant, so the Lagrangian often still depends on q̣̇.

Another advantage of the Lagrangian method over the Newtonian method is that any set of generalized coordinates **q **can be transformed to a new set of generalized coordinates **Q**(**q**) where each new Q_{i} is some function of the original q_{1} … q_{n} and the Euler-Lagrange equations will still be valid with respect to the new coordinates.

__Linear oscillations__

__Linear oscillations__

**Simple harmonic motion**

Simple harmonic motion (SHM) is an important type of oscillation which happens when the acceleration of a mass is linearly proportional to its displacement from an equilibrium position and is directed towards the equilibrium position. In SHM, there is no loss of energy. SHM in 1D is mathematically described by the following differential equation. Some examples of SHM include the oscillations of simple springs and pendulums. For a simple spring system, ω^{2} = k/m. For a simple pendulum system, ω^{2} = g/L. (The constant ω is the angular frequency).

There are several equivalent ways of writing the solution to the SHM differential equation, each of which has benefits and drawbacks. The exponential solution to the SHM equation is the first expression given below. The sine and cosine solutions arise by using Euler’s formula e^{iωt} = cos(t) + isin(t) and are given by the second expression below. B_{1} is the initial position and ωB_{2} is the initial velocity.

Another equivalent way of writing the solution to the SHM equation is to use the phase-shifted cosine solution. The phase-shifted cosine solution is given as the first equation below. Here, A is a constant describing the amplitude of the oscillations. The constant A can also be computed using the constants B_{1} and B_{2} which were described above. Finally, the solution to the SHM equation can be written as the real part of a complex exponential. This version of the solution is given by the second equation below.

To extend SHM to the 3D case, the differential equation describing the system is split into three independent differential equations for the x, y, and z directions. Solving these differential equations gives the equations of SHM for x, y, and z. The 2D case is the same, but with only two independent differential equations. There are a variety of interesting graphical phenomena that come out of plotting 2D and 3D SHM equations, especially when there are different values of ω, A, or δ for x, y, and z.

**Damped oscillations**

When some force resists oscillatory motion (e.g. friction, air resistance, etc.), causing energy loss over time, the resulting system undergoes damped oscillations. This type of system is described by the differential equation where b is a damping constant (see the first expression below). To make later calculations easier, the differential equation can be rewritten with alternative constants 2β = b/m and ω_{0}^{2} = k/m. The general solution to this differential equation is given by the second formula below.

To understand the solution above, it is helpful to consider three cases: underdamping where β < ω_{0}, overdamping where β > ω_{0}, and critical damping where β = ω_{0}. The solution above simplifies to different forms depending on whether β < ω_{0}, β > ω_{0}, or β = ω_{0}. These results are summarized in the following table. After the table, plots of x(t) for the underdamped, overdamped, and critically damped cases are given.

**Driven damped oscillations**

When an external force influences a damped oscillating system, driven damped oscillations occur. Mathematically, this is described by setting the differential equation for the damped oscillator equal to a function f(t) instead of zero. Here, f(t) represents the amount of external force acting on the system as a function of time.

To find the general solution to the above differential equation, one must first solve the differential equation where f(t) = 0. This solution, called the homogenous solution x_{h}, is already known from the undriven damped oscillation case. Next, one must find the particular solution x_{p}. The particular solution is any solution which solves the differential equation for the given nonzero force function f(t). The general solution to the differential equation of driven damped oscillations is equal to x_{h} + x_{p}.

One useful special case to consider is when a driving force of the form f(t) = f_{0}cos(ωt) is applied. In this case, f_{0} is the amplitude of the driving force divided by the oscillator’s mass and ω is the driving force’s frequency. Note that ω is a distinct parameter from the oscillation frequency ω_{0}. The differential equation for this system and its general solution are given below. Note that the non-cosine term in the expression for x(t) is the homogenous solution. Because this non-cosine term decays over time, it only contributes to the waveform during the early stages of the oscillations.

**Resonance**

Consider the previously described case of the driven damped oscillator where the driving force is a sinusoidal function (which includes cosine). More specifically, let β take on a fairly small value. In this situation, when the frequency ω of the driving force is close to the frequency of the oscillator ω_{0}, the amplitude of the driven oscillations grows very large.

The reason for this comes from the denominator of the amplitude A (see previous section). When β is small, the (ω_{0}^{2} – ω^{2})^{2} term is responsible for determining most of the value of the denominator. If ω_{0} and ω are close together, (ω_{0}^{2} – ω^{2})^{2} takes on a very small value. Since this term is in the denominator, a very small value leads to a very large amplitude A. This phenomenon is called resonance. To better understand resonance, see the plot of A^{2} versus ω below.

Resonance can be further characterized by computing the maximum amplitude A_{max} of oscillations where ω = ω_{0}. This quantity is given by the following equation.

Another way to characterize resonance is by finding the quality factor or Q factor. The Q factor describes the sharpness of the resonance peak and is often defined by the equation below. Note that 2β approximately equals the full width at half maximum (FWHM), the width of the resonance peak where at A = A_{max}/2. When Q is large, the resonance peak is narrow and vice versa. The Q factor is also useful because Q/π = the number of cycles the oscillator makes during one decay time. The decay time is defined as the amount of time it takes for the amplitude to drop to 1/e of its initial value.

Finally, it can be useful to note that the phase shift at resonance is π/2. The reason for this is that ω_{0}^{2} – ω^{2} = 0 at resonance and the equation for the phase shift is arctan(2βω/( ω_{0}^{2} – ω^{2})). The zero in the denominator results in an arctangent of infinity, which equals π/2.

__Coupled linear oscillations__

__Coupled linear oscillations__

**Case of two masses linked by springs**

To understand coupled linear oscillations, it is often helpful to consider the case of two masses linked by springs that are fixed to walls as seen in the image below. Here, m_{1} and m_{2} refer to the masses and k_{1}, k_{2}, k_{3} are the spring constants.

This system can be solved by Newtonian or Lagrangian methods. Here, the Lagrangian approach will be employed. Recall that the Lagrangian L = T – V. The kinetic energy T is found as the sum of the kinetic energies of the masses as shown in the first equation below. The potential energy V requires carefully evaluating the extensions of the springs. In this system, the respective extensions of the three springs are x_{1}, x_{2} – x_{1}, and –x_{2}. Using this information and Hooke’s law F_{s} = –kx, the potential energy is given by the second equation below. The Lagrangian L is given by the third equation below.

Using the Euler-Lagrange equation (see the first equation below), the Lagrangian above reduces to the equations of motion for the system (see the second equation below). By rearranging the spring constants, these equations of motion can be written in matrix form (see the equivalent third and fourth equations below).

Solutions to this system of equations can be written in the complex form as seen below. Here, p_{1} and p_{2} are arbitrary constants and the actual motions of the masses are determined by Re(**z**(t)). Note that, although the frequency ω is assumed to be the same for z_{1}(t) and z_{2}(t), there are actually two solutions for ω (this will be explained subsequently).

By substituting the above equation into the matrix equation for the coupled oscillator system, the following eigenvalue equation for **K** can be obtained.

The characteristic polynomial which results after taking the above determinant is a quadratic equation with two solutions for ω^{2}. As a result, there are two frequencies ω_{1} and ω_{2} at which the masses can oscillate. These are called the normal frequencies of the system. The equations governing the motion of the system at each normal frequency are called the normal modes of the system.

The general solution for the case of two masses linked by springs system is given as follows. The vectors are the eigenvectors from the eigenvalue equation of **K**. Note that this solution is a linear combination of the two normal mode solutions. As usual, the constants A_{1}, A_{2}, δ_{1}, and δ_{2} are determined by initial conditions.

To better understand normal modes, it can be helpful to investigate the specific case where k_{1} = k_{2} = k_{3} = k and m_{1} = m_{2} = m. In this situation, the eigenvalue equation reduces to the first expression below. The normal frequencies are the solutions to this eigenvalue equation and are given by the second expression below.

Similarly, there are two normal frequencies for the general solution. However, the normal frequencies of the general solution are much more elaborate and so will not be written out here. If one needs the normal frequencies of the general solution, they can be obtained by solving its characteristic polynomial equation (most easily by using a computer algebra system).

Going beyond the case of the two masses linked by springs, for a similar system with N coupled masses, there are N normal frequencies and the equation of motion for each mass consists of superpositions of N normal modes. This principle also extends to other types of oscillators such as coupled pendulums.

__Hamiltonian mechanics__

__Hamiltonian mechanics__

**Overview of Hamiltonian mechanics**

To understand Hamiltonian mechanics, it can be helpful to first further examine Lagrangian mechanics. With Lagrangian mechanics, the n generalized position coordinates and their n derivatives define a set of possibilities called a state space. By using the Euler-Lagrange equation, the state space reduces to the equations of motion for the system. Each set of initial conditions then determines a unique path of the components of the system through state space.

For Hamiltonian mechanics, it is also important to reiterate the generalized momentum where q_{i} are the generalized coordinates of the system (see below). Note that, if q_{i} are Cartesian coordinates, then the generalized momentum is equivalent to the usual momentum.

While Lagrangian mechanics employs n generalized position coordinates and their n derivatives, Hamiltonian mechanics instead uses n generalized position coordinates and n generalized momenta. These n generalized position coordinates and generalized momenta are called the phase space of the system. Each set of initial conditions determines a unique path of the components of the system through phase space.

**The Hamiltonian and Hamilton’s equations**

To achieve this, the Hamiltonian H and Hamilton’s equations are used. The Hamiltonian is a quantity that often holds equivalent to the total energy of the system. Here, p_{i} are the generalized momenta, L is the Lagrangian, and q̣̇_{i} are the generalized position coordinates.

When the relationship between the generalized coordinates and the underlying Cartesian coordinates is independent of time (often the case), the Hamiltonian is equal to the total energy as H = T + V. However, the above equation (more general) should be used when the conversion between the generalized coordinates and Cartesian coordinates might depend on time.

Hamilton’s equations use the Hamiltonian to derive equations of motion for a system. By contrast to the Euler-Lagrange method which reduces a system with n degrees of freedom to n second-order differential equations, Hamilton’s method instead reduces a system to 2n first-order differential equations, which can sometimes be advantageous. Note that degrees of freedom are the number of independent parameters needed to define the state of a system. For many systems, the degrees of freedom are equal to the number of generalized coordinates (when this is the case, the system is called holonomic). Hamilton’s equations for i = 1, 2, 3… n are given as follows.

The results of Hamilton’s equations can be combined with each other to produce the equations of motion for a given system.

**Using Hamilton’s equations**

As an example of how to apply Hamilton’s equations, consider the system of two masses linked by three springs with fixed walls at the edges (see the image in the previous section). For this system, the Hamiltonian is equivalent to the total energy as H = T + V (since the only generalized coordinate is x, which is already a Cartesian coordinate and so does not depend on time to undergo conversion to Cartesian coordinates). The Hamiltonian is given by the first equation below. Hamilton’s equations and their results are given by the second, third, and fourth lines of the equations below. Recall that the derivative of momentum is equivalent to force.

As with the Lagrangian method, when applying Hamilton’s equations, it is useful to understand ignorable coordinates. If a coordinate q_{i} is ignorable, the corresponding generalized momentum p_{i} must be constant. When the generalized momentum p_{i} is constant, –∂H/∂q_{i} = ∂L/∂q_{i} = 0 for the generalized coordinate q_{i}. Note that, if a generalized coordinate is ignorable for the Lagrangian approach, it is also ignorable for the Hamiltonian approach and vice versa.

Ignorable coordinates lead to an elegant simplification of the Hamiltonian. If a system has an ignorable coordinate q, then the Hamiltonian H will no longer depend on q and the corresponding momentum p will be absorbed into the Hamiltonian as a constant. As an example, consider a system with two generalized coordinates q_{1} and q_{2}, but the q_{2} is an ignorable coordinate. The Hamiltonian will depend on H(q_{1}, p_{1}, k) where k = p_{2}. As a result, each ignorable coordinate decreases the number of degrees of freedom by one when employing the Hamiltonian approach. By contrast, this is not always true for the Lagrangian approach since even if q is ignorable and p is a constant, q̣̇ is not always a constant.

An advantage of the Hamiltonian method over the Newtonian and Lagrangian methods is that Hamilton’s equations are even more flexible than the Euler-Lagrange equation when it comes to coordinate changes. Under certain conditions, changes of both generalized coordinates and generalized momenta of the forms **Q**(**q**,**p**) and **P**(**q**,**p**), preserve the validity of Hamilton’s equations (with respect to the new coordinates and momenta). When these changes preserve the validity of Hamilton’s equations, the changes are called canonical transformations. But as mentioned, canonical transformations only work under certain conditions. The conditions for a transformation to be canonical are given by the equations below. The subscripts denote variables which must be held constant for the formulas in parentheses.

**The Hamiltonian method and phase space**

Another advantage of the Hamiltonian method over the Lagrangian method is that Hamilton’s equations are automatically of the form d**z**/dt = **h**(**z**). There are many mathematical tools available for working with differential equations of this form. One of the most important of these tools is phase space analysis.

In Hamiltonian mechanics, the phase space vector is a 2n-dimensional vector **z**(**q**,**p**) where **q** is all of the generalized coordinates and **p** is all of the generalized momenta. Each value of **z** identifies a unique set of initial conditions for the system. With this notation, the equation **h**(**z**) is an expression of Hamilton’s equations as a first-order differential equation. Here, **h** is a vector of the functions f_{i} = ∂H/∂p_{i} and g_{i} = –∂H/∂q_{i}.

Trajectories in the phase space with axes given by the elements of **z**(**q**,**p**) are vital in Hamiltonian mechanics. Any point **z**_{0} at a time t_{0} defines a unique trajectory in phase space of **z**. Since phase space vectors have 2n elements, it is difficult to visualize phase space for systems with more than one generalized coordinate, though there are methods to aid such visualization.

It is important to note that, for a given point in phase space, only a single trajectory can pass through that point across all times t. If there appear to be two trajectories crossing the same point, the trajectories must represent the same path looping back on itself. This property follows from Hamilton’s equations.

As an example of a phase space trajectory, consider the one-dimensional harmonic oscillator. For this system, the Hamiltonian is H = T + V = p^{2}/2m + 0.5mω^{2}x^{2} where k = mω^{2}. Hamilton’s equations give ẋ = ∂H/∂p = p/m and ṗ = ∂H/∂p = –mω^{2}x. By differentiating ẋ to get ṗ/m, the equation of motion for the system is found as ẍ = –ω^{2}x. The solution to this equation of motion is x = Acos(ωt – δ). As a result, the momentum of the system is given by p = mẋ = –mωAsin(ωt – δ). These expressions for x and p act as parametric equations that define phase space trajectories. The phase space trajectories for this system take the form of ellipses which each start from unique phase points (p,x) and which never cross over each other. Different values of A determine the unique trajectories.

**Reference: **Taylor, J.R. (2005). Classical Mechanics. University Science Books.

**Cover image: **originally created by John Harris.