Discrete models are constructed for a non-uniform cantilever beam by using eigendata. While the classical inverse vibration problem for the vibratory beam determines a model from eigenvalues corresponding to various end conditions, the constructions here are mainly based on eigenvector data. It is s
A DISCRETE MODEL OF A VIBRATING BEAM USING A TIME-STEPPING APPROACH
โ Scribed by S.A. NEILD; P.D. MCFADDEN; M.S. WILLIAMS
- Publisher
- Elsevier Science
- Year
- 2001
- Tongue
- English
- Weight
- 257 KB
- Volume
- 239
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
A time-stepping model of a transversely vibrating, simply supported beam which allows the inclusion of non-linear damage such as a breathing crack is presented. It is based on the approximation that the mass and inertia of the beam may be lumped at points along the beam and the beam #exibility may be represented by discrete springs between rigid blocks. The advantage of a time-stepping approach over other models reported is that it enables the #exibility of the springs to be altered at any time during the analysis allowing the modelling of non-linear damage. The natural frequencies and mode shapes predicted by the model for an undamaged beam are validated against theoretical values and the representation of a non-linear mechanism in the model is compared with experimental data. The model predictions are shown to be accurate for both the undamaged and the non-linear cases.
๐ SIMILAR VOLUMES
Al~traet--The problem of the representation of continuous time systems by difference equations is studied. A solution is proposed using a sample integration technique. The convolution integrals are approximated by digital filters resulting in an arbitrary high accuracy in a wide frequency band.