## A BSTRA CT The present paper deals with an exact solution of the title problem. Modal shapes and natural frequency coefficients are determined for a significant range of the mechanical andgeometric parameters that come into play. When the parameter I/A L z (where I is cross-sectional moment of
Erratum: Vibrations of a Tomishenko beam clamped at one end and carrying a finite mass at the other
β Scribed by P.A.A. Laura
- Publisher
- Elsevier Science
- Year
- 1991
- Tongue
- English
- Weight
- 20 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0003-682X
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π SIMILAR VOLUMES
This paper presents an exact solution of the title problem, using classical beam theory. It is also assumed that the tip mass is guided in such a manner that the end of the beam does not rotate.
Natural frequencies of a symmetrically laminated composite beam with a mass at the free end are determined. The equations of motion for the laminated beam are derived accounting for the Poisson effect, rotary inertia and transverse shear deformation. Exact solutions are presented to demonstrate the
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