On the buckling of rotating rods
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Cited by (14)
Vibration of a rotating composite beam clamped-off the axis of rotation
2019, Composite StructuresCitation Excerpt :Later Rammerstofer [8] considered the same problem and he concluded that there is no buckling when δ < 0.5. Buckling of clamped-off axis beams have been considered in different planes [9–12] and beams making an angle with the plane of rotation [13,14]. Then some researchers have considered the different versions of this interesting problem.
Out-of-plane vibration of a uniform Euler-Bernoulli beam attached to the inside of a rotating rim
1997, Journal of Sound and VibrationNonlinear analysis of the buckling and vibration of a rotating elasticum
1994, International Journal of Mechanical SciencesOn the dynamical behaviour of a rotating beam
1990, Journal of Sound and VibrationAn integrating matrix formulation for buckling of rotating beams including the effects of concentrated masses
1989, International Journal of Mechanical SciencesLarge buckled states of rotating rods
1980, Nonlinear Analysis
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