FREE VIBRATION OF STEPPED BEAMS WITH FLEXIBLE ENDS, IN THE PRESENCE OF FOLLOWER FORCES AT THE STEP
β Scribed by M.A. De Rosa
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 324 KB
- Volume
- 194
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
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
The free vibration frequencies of a beam composed of two tapered beam sections with different physical characteristics with a mass at its end can be determined by using either the exact procedure, for which purpose the solution to the problem can be expressed using Bessel functions, or the approxima
A general analytical solution, based on the superposition method, is developed for the free vibration analysis of rectangular plates with an arbitrarily distributed elastic rotational restraint along the edges. In particular, it is shown that problems of current interest, where step discontinuities