## Section 5.2 Higher order eigenvalue problems

¶*Note: 1 lecture, §10.2 in [EP], exercises in §11.2 in [BD]*

The eigenfunction series can arise even from higher order equations. Consider an elastic beam (say made of steel). We will study the transversal vibrations of the beam. That is, suppose the beam lies along the \(x\)-axis and let \(y(x,t)\) measure the displacement of the point \(x\) on the beam at time \(t\text{.}\) See Figure 6.2.1.

The equation that governs this setup is

for some constant \(a > 0\text{,}\) let us not worry about the physics^{ 1 }.

Suppose the beam is of length 1 simply supported (hinged) at the ends. The beam is displaced by some function \(f(x)\) at time \(t=0\) and then let go (initial velocity is 0). Then \(y\) satisfies:

Again we try \(y(x,t) = X(x)T(t)\) and plug in to get \(a^4 X^{(4)}T + XT'' = 0\) or

The equations are

The boundary conditions \(y(0,t) = y_{xx}(0,t) = 0\) and \(y(1,t) = y_{xx}(1,t) = 0\) imply

and the initial homogeneous condition \(y_t(x,0) = 0\) implies

As usual, we leave the nonhomogeneous \(y(x,0) = f(x)\) for later.

Considering the equation for \(T\text{,}\) that is, \(T'' + \lambda a^4 T = 0\text{,}\) and physical intuition leads us to the fact that if \(\lambda\) is an eigenvalue then \(\lambda > 0\text{.}\) This is because we expect vibration and not exponential growth nor decay in the \(t\) direction (there is no friction in our model for instance). So there are no negative eigenvalues. Similarly \(\lambda = 0\) is not an eigenvalue.

Let \(\omega = \sqrt[4]{\lambda}\text{,}\) that is \(\omega^4 = \lambda\text{,}\) so that we do not need to write the fourth root all the time. Notice \(\omega > 0\text{.}\) The equation \(X^{(4)} - \omega^4 X = 0\) has the general solution is

Now \(0 = X(0) = A+B+D\text{,}\) \(0 = X''(0) = \omega^2 (A + B - D)\text{.}\) Hence, \(D = 0\) and \(A+B = 0\text{,}\) or \(B = - A\text{.}\) So we have

Also \(0 = X(1) = A (e^{\omega} - e^{-\omega}) + C \sin \omega\text{,}\) and \(0 = X''(1) = A \omega^2 (e^{\omega} - e^{-\omega}) - C \omega^2 \sin \omega\text{.}\) This means that \(C \sin \omega = 0\) and \(A (e^{\omega} - e^{-\omega}) = 2 A \sinh \omega = 0\text{.}\) If \(\omega > 0\text{,}\) then \(\sinh \omega \not= 0\) and so \(A = 0\text{.}\) This means that \(C \not=0\) otherwise \(\lambda\) is not an eigenvalue. Also \(\omega\) must be an integer multiple of \(\pi\text{.}\) Hence \(\omega = n \pi\) and \(n \geq 1\) (as \(\omega > 0\)). We can take \(C=1\text{.}\) So the eigenvalues are \(\lambda_n = n^4 \pi^4\) and corresponding eigenfunctions are \(\sin (n \pi x)\text{.}\)

Now \(T'' + n^4 \pi^4 a^4 T = 0\text{.}\) The general solution is \(T(t) = A \sin (n^2 \pi^2 a^2 t) + B \cos (n^2 \pi^2 a^2 t)\text{.}\) But \(T'(0) = 0\) and hence we must have \(A=0\text{.}\) We can take \(B=1\) to make \(T(0) = 1\) for convenience. So our solutions are \(T_n(t) = \cos (n^2 \pi^2 a^2 t)\text{.}\)

As eigenfunctions are just sines again, we decompose the function \(f(x)\) on \(0 < x < 1\) using the sine series. We find numbers \(b_n\) such that for \(0 < x < 1\) we have

Then the solution to (5) is

The point is that \(X_nT_n\) is a solution that satisfies all the homogeneous conditions (that is, all conditions except the initial position). And since \(T_n(0) = 1\text{,}\) we have

So \(y(x,t)\) solves (5).

The natural (angular) frequencies of the system are \(n^2 \pi^2 a^2\text{.}\) These frequencies are all integer multiples of the fundamental frequency \(\pi^2 a^2\text{,}\) so we get a nice musical note. The exact frequencies and their amplitude are what musicians call the *timbre* of the note (outside of music it is called the spectrum).

The timbre of a beam is different than for a vibrating string where we get “more” of the lower frequencies since we get all integer multiples, \(1,2,3,4,5,\ldots\text{.}\) For a steel beam we get only the square multiples \(1,4,9,16,25,\ldots\text{.}\) That is why when you hit a steel beam you hear a very pure sound. The sound of a xylophone or vibraphone is, therefore, very different from a guitar or piano.

###### Example 5.2.1.

Let us assume that \(f(x) = \frac{x(x-1)}{10}\text{.}\) On \(0 < x < 1\) we have (you know how to do this by now)

Hence, the solution to (5) with the given initial position \(f(x)\) is

There are other boundary conditions than just hinged ends. There are three basic possibilities: hinged, fixed, and free. Let us consider the end at \(x=0\text{.}\) For the other end, it is the same idea. If the end is *hinged*, then

If the end is *free*, that is, it is just floating in air, then

And finally, if the end is *clamped* or *fixed*, then

### Subsection 5.2.1 Exercises

###### Exercise 5.2.2.

Suppose you have a beam of length 5 with free ends. Let \(y\) be the transverse deviation of the beam at position \(x\) on the beam (\(0 < x < 5\)). You know that the constants are such that this satisfies the equation \(y_{tt} + 4 y_{xxxx} = 0\text{.}\) Suppose you know that the initial shape of the beam is the graph of \(x(5-x)\text{,}\) and the initial velocity is uniformly equal to 2 (same for each \(x\)) in the positive \(y\) direction. Set up the equation together with the boundary and initial conditions. Just set up, do not solve.

###### Exercise 5.2.3.

Suppose you have a beam of length 5 with one end free and one end fixed (the fixed end is at \(x=5\)). Let \(u\) be the longitudinal deviation of the beam at position \(x\) on the beam (\(0 < x < 5\)). You know that the constants are such that this satisfies the equation \(u_{tt} = 4 u_{xx}\text{.}\) Suppose you know that the initial displacement of the beam is \(\frac{x-5}{50}\text{,}\) and the initial velocity is \(\frac{-(x-5)}{100}\) in the positive \(u\) direction. Set up the equation together with the boundary and initial conditions. Just set up, do not solve.

###### Exercise 5.2.4.

Suppose the beam is \(L\) units long, everything else kept the same as in (5). What is the equation and the series solution?

###### Exercise 5.2.5.

Suppose you have

That is, you have also an initial velocity. Find a series solution. Hint: Use the same idea as we did for the wave equation.

###### Exercise 5.2.101.

Suppose you have a beam of length 1 with hinged ends. Let \(y\) be the transverse deviation of the beam at position \(x\) on the beam (\(0 < x < 1\)). You know that the constants are such that this satisfies the equation \(y_{tt} + 4 y_{xxxx} = 0\text{.}\) Suppose you know that the initial shape of the beam is the graph of \(\sin (\pi x)\text{,}\) and the initial velocity is 0. Solve for \(y\text{.}\)

\(y(x,t) = \sin(\pi x) \cos (2 \pi^2 t)\)

###### Exercise 5.2.102.

Suppose you have a beam of length 10 with two fixed ends. Let \(y\) be the transverse deviation of the beam at position \(x\) on the beam (\(0 < x < 10\)). You know that the constants are such that this satisfies the equation \(y_{tt} + 9 y_{xxxx} = 0\text{.}\) Suppose you know that the initial shape of the beam is the graph of \(\sin(\pi x)\text{,}\) and the initial velocity is uniformly equal to \(x(10-x)\text{.}\) Set up the equation together with the boundary and initial conditions. Just set up, do not solve.

\(9 y_{xxxx} + y_{tt} = 0 \quad (0 < x < 10, t > 0)\text{,}\) \(y(0,t) = y_{x}(0,t) = 0\text{,}\) \(y(10,t) = y_{x}(10,t) = 0\text{,}\) \(y(x,0) = \sin(\pi x), \quad y_{t}(x,0) = x(10-x)\text{.}\)