The transverse vibration of a beam with intermediate point constraints subject to a moving load is analyzed by using the Euler beam theory and the assumed mode method. The point constraints in the form of supports are assumed to be linear springs of large stiffness. Results of numerical simulations
Dynamic Response of a Rotating Beam Subjected to a Random Moving Load
β Scribed by S.H. Zibdeh; S.H. Juma
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 305 KB
- Volume
- 223
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
The problem of transverse vibrations of homogeneous isotropic rotating beams due to the passage of dierent types of loads is of considerable practical interest. Using analytical and numerical methods, this paper investigates the stochastic dynamic response of a rotating simply supported beam subjected to a random force with constant mean value moving with a constant speed along the beam. The beam is modelled by Euler Β±Bernoulli, Rayleigh, and Timoshenko beam models. The problem is formulated by means of partial dierential equations. Closed form solutions for the mean and variance of the response for the three models are obtained. The results show the eect of load speed, beam rotating speed, and geometrical size of the beam on the random response of the beam represented by some random dynamic coecients.
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