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Fourier Series and Partial Differential Equations Lecture Notes

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Chapter 4<br />

The wave equation<br />

In this chapter we look at the wave equation, concentrating on applications to waves on<br />

strings. We discuss methods for solution <strong>and</strong> also uniqueness of solutions.<br />

4.1 Derivation in one space dimension<br />

Consider a flexible string stretched to a tension T, with mass density ρ, undergoing small<br />

transverse vibrations. First suppose the string to be at rest along the x-axis in the (x,y)plane.<br />

A point initially at xi is displaced to r(x,t) = xi + y(x,t)j, where y(x,t) is the<br />

transverse displacement <strong>and</strong> i <strong>and</strong> j are the usual unit vectors along the coordinate axes.<br />

We will assume that |∂y/∂x| ≪ 1 <strong>and</strong> ignore gravity <strong>and</strong> air-resistance.<br />

Figure 3<br />

The vector<br />

τ := ∂r ∂y<br />

= i+ j,<br />

∂x ∂x<br />

(4.1)<br />

is a tangent vector to the string <strong>and</strong>, since<br />

<br />

|τ| = 1+ ∂y<br />

2<br />

= 1+<br />

∂x<br />

1<br />

2 ∂y<br />

−<br />

2 ∂x<br />

1<br />

4 ∂y<br />

+··· ,<br />

8 ∂x<br />

(4.2)<br />

it is approximately a unit tangent. Thus, in the figure:<br />

• +Tτ = force exerted by + on −;<br />

• −Tτ = force exerted by − on +.<br />

The velocity <strong>and</strong> acceleration vectors are<br />

v = ∂r<br />

∂t<br />

= ∂y<br />

∂t j, a = ∂2 r<br />

∂t 2 = ∂2 y<br />

∂t 2j,<br />

(4.3)<br />

respectively.<br />

Consider the piece of string which occupies the interval [a,a + h], where, at a later<br />

stage in the argument, h → 0:<br />

33

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