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- W2337305890 abstract "The natural frequencies of uniform Euler-Bernoulli beams subjected to combinations of the classical boundary conditions (clamped, pinned, sliding or free) are well documented in text books. In practice the classical boundary conditions are difficult to achieve and the resilience of the support will modify the dynamics of the beam. Such effects must be taken into account in the design of robot arms, space appendages and the like. The theoretical analysis is straight forward. Publications on the dynamics of a beam elastically restrained against rotation and translation at one end and free at the other end are available. The purpose of this note is to submit frequency and mode shape data for such a beam clamped, pinned or sliding at the other end. The first four roots of the frequency equations were derived without simplifying the equations into trancendental form. Mode shapes are presented for various combinations of the rotational and translational spring stiffness. The data tabulated are not found elsewhere and will be a useful source of bench mark frequencies." @default.
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- W2337305890 date "1996-01-01" @default.
- W2337305890 modified "2023-09-23" @default.
- W2337305890 title "The Effect of Support Resilience on the Dynamics of a Vibrating Beam" @default.
- W2337305890 hasPublicationYear "1996" @default.
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