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Introduction to Acoustics

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918 Part G Structural <strong>Acoustics</strong> and Noise<br />

Part G 22.3<br />

The only possible values for the wavenumber are given<br />

by the discrete series<br />

kn = nπ/L so that ωn = nπc/L . (22.132)<br />

Using (22.106), the modal mass is mn = ρSL/2 =<br />

Ms/2, where Ms is the <strong>to</strong>tal mass of the string. Recall,<br />

however, that the ratio mn/Ms = 1/2 is purely arbitrary<br />

since the modal masses are defined with an arbitrary<br />

multiplicative constant. The important result here is that<br />

all modal masses are equal and do not depend on the<br />

rank n of the mode.<br />

Application: Plucked String. Modal Approach<br />

The particular case where the string is released from<br />

an initial triangular shape at the origin of time without<br />

initial velocity is now examined. With the assumption<br />

of no stiffness, the initial profile of the string is given by<br />

⎧<br />

hx<br />

⎪⎨ for 0 ≤ x ≤ x0<br />

x0<br />

u(0, t) =<br />

. (22.133)<br />

⎪⎩<br />

h(L − x)<br />

for x0 ≤ x ≤ L<br />

L − x0<br />

The modal method consists of looking for solutions of<br />

the form<br />

u(x, t) = �<br />

Φn(x)qn(t) . (22.134)<br />

n<br />

At the origin of time, we can write<br />

u(0, t) = �<br />

Φn(x)qn(0) . (22.135)<br />

n<br />

The unknowns of the problem are the functions qn(0).<br />

Exploiting again the orthogonality properties of the<br />

eigenmodes, we find<br />

qn(0) =<br />

2hL 2<br />

n 2 π 2 x0(L − x0) sin knx0 . (22.136)<br />

The functions qn(t) are given by the oscilla<strong>to</strong>r equations<br />

¨qn + ω 2 n qn = 0 (22.137)<br />

which, in the case of zero initial velocity, leads <strong>to</strong> qn(t) =<br />

qn(0) cos ωnt. In summary, the transverse displacement<br />

of the string is given by<br />

u(x, t) = � 2hL<br />

n<br />

2<br />

n2π 2x0(L − x0) ×<br />

sin knx0 sin knx cos ωnt . (22.138)<br />

Despite the simplicity of this example, a number of<br />

important issues can be derived from this result:<br />

1. The eigenfrequencies are integer multiples of the<br />

fundamental f1 = c/2L. The solution is periodic<br />

and the fundamental frequency is the inverse of the<br />

period of vibration.<br />

2. The amplitudes of the modal components decrease<br />

as 1/n 2 with the rank n of the modes.<br />

3. Because the magnitude is proportional <strong>to</strong> sin knx0,<br />

a modal component n can be suppressed by selecting<br />

the plucking point x0 = pL/n, wherep is an<br />

integer < n.<br />

4. The excitation point x0 and observation point x can<br />

be interchanged in (22.138). This is an illustration<br />

of the reciprocity principle.<br />

Moving End<br />

To a first approximation, a vibrating string radiates as<br />

a dipole. Because of its small diameter compared <strong>to</strong> the<br />

acoustic wavelength, it is a poor radia<strong>to</strong>r. If significant<br />

sound is <strong>to</strong> be radiated, one end of the string must be<br />

coupled <strong>to</strong> a component with a considerable vibrating<br />

area (plate, shell, etc.). In Sect. 22.3.2, the general properties<br />

of a heterogeneous string attached <strong>to</strong> a mass were<br />

obtained. In this section, the simple example of an ideal<br />

string coupled <strong>to</strong> a spring will be considered <strong>to</strong> illustrate<br />

the influence of such coupling on the eigenmodes, eigenfrequencies<br />

and modal masses. We consider a string<br />

fixed at point x = 0<strong>to</strong>aspringofstiffnessK0. The<br />

boundary condition at this end is then<br />

� �<br />

∂u<br />

T = K0 u(0, t) . (22.139)<br />

∂x x=0<br />

The string is rigidly fixed at the other end, so<br />

that u(L, t) = 0. We look for solutions of the form<br />

u(x, t) = Φ(x)cosωt. Following (22.118), the eigenfunctions<br />

Φ(x) must satisfy the equation<br />

d2Φ dx2 + k2Φ = 0 (22.140)<br />

and the boundary conditions. Thus, we derive the equation<br />

for the eigenvalues kn<br />

tan(kn L) =− knT<br />

with kn > 0 . (22.141)<br />

K0<br />

The graphical representation of (22.141) shows that the<br />

kn are no longer integer multiples of k1 (Fig. 22.8). As<br />

a consequence, the free vibration of the string is no<br />

longer periodic. Note that the spring decreases the eigenfrequencies<br />

relative <strong>to</strong> those of a perfectly rigid end.<br />

The eigenfunctions become<br />

Φn(x) = sin knx + knT<br />

K0<br />

cos knx = sin kn(L − x)<br />

cos kn L<br />

(22.142)

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