The purpose of this paper is to determine eigensolutions of a rotationally periodic structure \(P\) of period \(N\) in terms of those of the \(i\) th substructure \(S^{(i)}\) of \(P\). Let \(\mathbf{y}^{(i)}\) be the generalized displacement vector and \(\mathbf{f}^{(i)}\) be the generalized force v
Standing waves in rotationally periodic structures
โ Scribed by D.L. Thomas
- Publisher
- Elsevier Science
- Year
- 1974
- Tongue
- English
- Weight
- 119 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
STANDING WAVES IN ROTATIONALLY PERIODIC STRUCTURES
A rotationally periodic structure consists of a finite number of identical sub-structures forming a closed ring. By considering normal modes of vibration as standing waves, for which there are only certain allowed values of the propagation constant, all the modes can be found from matrix analyses of a single sub-structure. A simple example is given.
In a recent paper [1] Orris and Petyt discussed wave propagation in periodic structures. The structures considered were infinitely long "chains" of identical substructures. Free wave propagation was discussed, and described in terms of the complex propagation constant,/~, with the ratio of the amplitudes of motion at corresponding points on adjacent substructures being e u. For a purely imaginary p, the corresponding vibration frequencies were found by imposing constraints on the finite element equations of motion of a single substructure. The constraints are of the form
๐ SIMILAR VOLUMES
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
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