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Shock and Vibration
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Shock and Vibration
/
2016
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Article
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Tab 3
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Research Article
The Dynamic Similitude Design Method of Thin Walled Structures and Experimental Validation
Table 3
Natural frequencies of the 1st mode (2, 1) as a result of the distorted outer radius.
ā
Outer radius
Scaling factor of
Natural frequencies
a
/mm
outer radius
/Hz
Model 1
96
0.96
597.47
Model 2
98
0.98
568.69
Model 3
102
1.02
516.92
Model 4
104
1.04
493.59