A flexible rotating beam is modelled using Timoshenko beam theory and a non-inertial reference frame that leads to a pseudo-pinned-pinned formulation. The frequency equation and orthogonality conditions are derived and compared with those for the pseudo-pinned and pseudo-clamped formulations. A finite dimensional model is presented and is used to derive the transformations between the three formulations.
Issue Section:
Research Papers
1.
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3.
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4.
White
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Heppler
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,” ASME Journal of Applied Mechanics
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White
M. W. D.
Heppler
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1996
, “Vibration of a Rotating Timoshenko Beam
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