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W. Richard Bowen and Nidal Hilal 4

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258 9. APPLICATION OF ATOMIC FORCE MICROSCOPy<br />

where A 0 is the zero-frequency amplitude response, � <strong>and</strong> � R are the<br />

radial <strong>and</strong> radial resonant frequencies, respectively [70],<br />

<strong>and</strong><br />

�<br />

R<br />

�<br />

�<br />

⎡<br />

⎢<br />

π�x<br />

⎢<br />

1 �<br />

⎣ 4�<br />

vacuum<br />

2<br />

⎤<br />

� r( �R)<br />

⎥<br />

⎦<br />

4� � �r(<br />

�<br />

2 R)<br />

π�x<br />

Q �<br />

� ( � )<br />

i R<br />

1 2<br />

(9.16)<br />

(9.17)<br />

where � (�� cxt) is the mass per unit length of the cantilever of density � c,<br />

width x <strong>and</strong> thickness t. � r <strong>and</strong> � i are the real <strong>and</strong> imaginary parts of the<br />

aforementioned hydrodynamic function �(�).<br />

For an unknown fluid, the fundamental resonance profile is used to<br />

determine � R <strong>and</strong> Q from equation (9.15). The method is not restricted to<br />

the use of the fundamental resonance mode, <strong>and</strong> higher resonance peaks<br />

may be used although the accuracy of the result is reduced. Provided<br />

� vacuum is known, the experimentally determined values of the resonance<br />

frequency <strong>and</strong> the quality factor may then be used to determine the viscosity<br />

<strong>and</strong> density by numerically solving equations (9.16) <strong>and</strong> (9.17).<br />

The SHO model is useful for the determination of both viscosity <strong>and</strong><br />

density provided Q � 1. If the cantilever response is heavily damped,<br />

Q � 1, then the SHO model is not valid. However, this may in some<br />

instances be circumvented by the selection of a cantilever with different<br />

mechanical properties.<br />

Maali et al. (2005) [71] have evaluated a simplified approximation for<br />

the hydrodynamic function �(�) <strong>and</strong> propose that<br />

<strong>and</strong><br />

�r( �)<br />

� a � a<br />

1 2<br />

�<br />

�<br />

� ⎛�<br />

⎞<br />

�i( �)<br />

� a3 � a ⎜ 4<br />

� ⎝⎜<br />

�⎠⎟<br />

2<br />

(9.18)<br />

(9.19)<br />

where a 1, a 2, a 3 <strong>and</strong> a 4 are constants <strong>and</strong> � is the characteristic thickness of<br />

fluid surrounding the cantilever equivalent to an exponential damping<br />

length �, where<br />

� �<br />

2�<br />

� �<br />

fluid

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