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A DISCRETE MODEL OF A VIBRATING BEAM USING A TIME-STEPPING APPROACH

โœ 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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โœฆ 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.


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