1998
DOI: 10.2514/2.7583
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Perturbation Solution of Dynamic Stability Derivatives over Pointed Bodies of Revolution

Abstract: Fig. 3 Natural frequencies for the rst bending and torsional modes against xa for selected values of frequency ratio v h /va for c = a) 0.4 and b) 20.4.and va are uncoupled fundamental bending and torsional natural frequencies that are both independent of x a and c, whereas the plotted graphs shown by solid and dashed lines represent fundamental bending and torsional coupled natural frequencies, respectively. It is clear from Fig. 3a that as the negative x a increases, the frequency difference between the two … Show more

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