A suitably chosen deflection function is used to analyze the free vibration of rotationally restrained infinite periodic beams on transversely rigid supports by the wave approach. The assumed complex modes of wave motion which satisfy the wave boundary conditions are used in a Galerkin type of analy
THE EFFECT OF PERIOD ASYMMETRY ON WAVE PROPAGATION IN PERIODIC BEAMS
β Scribed by N.S. Bardell; R.S. Langley; J.M. Dunsdon; T. Klein
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 291 KB
- Volume
- 197
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
The h-p version of the finite element method is used to study flexural wave motion in a periodic beam with identical, but non-symmetric, periods. The convergence behaviour of the h-p method is benchmark validated against an exact analysis provided by the dynamic stiffness method in obtaining solutions for the wave propagation constant as a function of frequency. It is shown that period asymmetry can have a beneficial effect on the dynamic characteristics of the structure from a vibration control viewpoint and could feasibly be exploited as an additional design variable. It is also demonstrated that, in the presence of asymmetry, the pass-band bounding frequencies no longer correspond to the natural frequencies of an isolated bay. A study of the group velocity of wave motion as a function of frequency in an asymmetric system is also included. The ability to compute this information is important because it enables a direct measure of the energy flow, the modal density of the system, and the rate of spatial decay which is caused by an added damping treatment, to be estimated within a given pass-band.
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