A mathematical model is presented for the propagation of structural waves on an in"nitely long, periodically supported Timoshenko beam. The wave types that can exist on the beam are bending waves with displacements in the horizontal and vertical directions, compressional waves and torsional waves. T
INSTABILITY OF A BOGIE MOVING ON A FLEXIBLY SUPPORTED TIMOSHENKO BEAM
โ Scribed by S.N. VERICHEV; A.V. METRIKINE
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 206 KB
- Volume
- 253
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
The stability of vibration of a bogie uniformly moving along a Timoshenko beam on a viscoelastic foundation has been studied. The bogie has been modelled by a rigid bar of a "nite length on two identical supports. Each support consists of a spring and a dashpot connected in parallel. The upper ends of the supports are attached to the bar, whilst the lower ends are mounted onto concentrated masses through which the supports interact with the beam. It is assumed that the masses and the beam are always in contact. It is shown that when the velocity of the bogie exceeds the minimum phase velocity of waves in the beam, the vibration of the system may become unstable. The instability region is found in the space of the system parameters with the help of the D-decomposition method and the principle of the argument. An extended analysis of the e!ect of the bogie parameters on the model stability has been carried out.
๐ SIMILAR VOLUMES
The transfer matrix method is used to investigate the influence of a Winkler elastic foundation on the non-conservative instability of uniform Timoshenko beams. It is found that the critical flutter load for a cantilever Timoshenko beam subjected to an end-concentrated or linearly distributed tangen
A method of modal analysis is proposed in this paper to investigate the forced vibration of multi-span Timoshenko beams. The ratio of the radius of gyration of the cross-section to one span length is defined as a parameter r. The effect of r on the first modal frequency of a beam is studied. A conce