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Introduction to Acoustics

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a) In-phase and phase-quadrature string resonance b)<br />

425 450 475<br />

500<br />

Frequency (Hz)<br />

90° phase<br />

400 500 (Hz)<br />

Musical <strong>Acoustics</strong> 15.2 Stringed Instruments 579<br />

180° phase<br />

400 500 (Hz)<br />

Fig. 15.47a,b Measurements of the in-phase and in-quadrature resonant response of violin strings coupled via the bridge<br />

<strong>to</strong> a strong body resonance (Gough [15.33]). The shift of the broader resonances relative <strong>to</strong> the unperturbed narrow<br />

resonance indicates the extent of the perturbative coupling. (a) tuning the A-string resonance through a coupled resonance<br />

at ≈ 460 Hz; (b) the splitting of the string–body normal modes for the more strongly coupled, second partial, of the<br />

heavier G-string<br />

at coincidence there is a slight indication of split modes<br />

somewhat smaller than the widths. The splitting of<br />

modes is clearly seen for the second partial of the much<br />

heavier G-string (Fig. 15.47b), with symmetrically split<br />

broad string/body modes above and below the narrow<br />

uncoupled mode. Not surprisingly, this violin suffered<br />

from a pronounced wolf note when played at 460 Hz in<br />

a high position on the G-string, but not on the lighter<br />

D- or A-string. Such effects tend <strong>to</strong> be even more pronounced<br />

on cellos due <strong>to</strong> the very high bridge providing<br />

strong coupling between the vibrating strings and body<br />

of the instrument.<br />

On plucked string instruments the inharmonicity of<br />

the partials of a plucked note induced by coupling at<br />

the bridge <strong>to</strong> prominent structural resonances causes<br />

beats in the sound of plucked string, which contribute<br />

<strong>to</strong> the characteristic sound of individual instruments.<br />

Woodhouse [15.81,82] has recently made a detailed theoretical,<br />

computational and experimental study of such<br />

effects for plucked notes on a guitar taking account of<br />

the effect of damping on the coupled string–corpus normal<br />

modes. This is sometimes not taken in<strong>to</strong> proper<br />

account in finite-element software, in which the normal<br />

modes of an interacting system are first calculated ignoring<br />

damping, with the damping of the modes then added.<br />

As is clear from Fig. 15.46, such an approach will always<br />

break down whenever the width of resonances associated<br />

with damping becomes comparable with the splitting of<br />

the normal modes in the absence of damping, as is frequently<br />

the case in mechanical and acoustical systems.<br />

Polarisation<br />

We have already commented on the response of a bridge<br />

mounted centrally on a symmetrically constructed instrument,<br />

with string vibrations perpendicular <strong>to</strong> the<br />

front plate exciting only symmetric modes of the body<br />

of the instrument, while string vibrations parallel <strong>to</strong><br />

the front plate induce a couple on the front plate<br />

exciting only asymmetric modes. The terminating admittance<br />

at the bridge end of the string will therefore<br />

be a strongly frequency dependent function of the<br />

polarisation direction of the transverse string modes.<br />

The angular dependence of the terminating admittance<br />

lifts the degeneracy of the string modes resulting<br />

in two independent orthogonal modes of transverse<br />

string vibration, with different perturbed frequencies and<br />

damping, polarised along the frequency-dependent principal<br />

directions of the admittance tensor. If a string is<br />

excited at an arbitrary angle, both modes will be excited,<br />

so that in free decay the directional polarisation<br />

Part E 15.2

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