Fig. 5
Dependency of frequency ratio and damping upon the speed parameter for a cantilever box beam (R = 1 and case I): (a) EBBT, FSDT and (b) TE3, TE6

Dependency of frequency ratio and damping upon the speed parameter for a cantilever box beam (R = 1 and case I): (a) EBBT, FSDT and (b) TE3, TE6

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