Vibrations of an Elastic Beam Subjected by Two Kinds of Moving Loads and Positioned on a Foundation having Fractional Order Viscoelastic Physical Properties
The present chapter investigates both the effects of moving loads and of stochastic wind on the steady-state vibration of a first mode Rayleigh elastic beam. The beam is assumed to lay on foundations (bearings) that are characterized by fractional-order viscoelastic material. The viscoelastic proper...
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| LEADER | 02330 am a22002173u 4500 | ||
|---|---|---|---|
| 001 | intechopen_books_10471 | ||
| 042 | |a dc | ||
| 100 | 1 | 0 | |a Tabejieu, Lionel Merveil Anague |e author |
| 700 | 1 | 0 | |a Nbendjo, Blaise Roméo Nana |e author |
| 700 | 1 | 0 | |a Filatrella, Giovanni |e author |
| 245 | 0 | 0 | |a Vibrations of an Elastic Beam Subjected by Two Kinds of Moving Loads and Positioned on a Foundation having Fractional Order Viscoelastic Physical Properties |
| 260 | |b IntechOpen, |c 2021-04-01. | ||
| 500 | |a https://mts.intechopen.com/articles/show/title/vibrations-of-an-elastic-beam-subjected-by-two-kinds-of-moving-loads-and-positioned-on-a-foundation- | ||
| 520 | |a The present chapter investigates both the effects of moving loads and of stochastic wind on the steady-state vibration of a first mode Rayleigh elastic beam. The beam is assumed to lay on foundations (bearings) that are characterized by fractional-order viscoelastic material. The viscoelastic property of the foundation is modeled using the constitutive equation of Kelvin-Voigt type, which contain fractional derivatives of real order. Based to the stochastic averaging method, an analytical explanation on the effects of the viscoelastic physical properties and number of the bearings, additive and parametric wind turbulence on the beam oscillations is provided. In particular, it is found that as the number of bearings increase, the resonant amplitude of the beam decreases and shifts towards larger frequency values. The results also indicate that as the order of the fractional derivative increases, the amplitude response decreases. We are also demonstrated that a moderate increase of the additive and parametric wind turbulence contributes to decrease the chance for the beam to reach the resonance. The remarkable agreement between the analytical and numerical results is also presented in this chapter. | ||
| 540 | |a https://creativecommons.org/licenses/by/3.0/ | ||
| 546 | |a en | ||
| 690 | |a Advances in Dynamical Systems Theory, Models, Algorithms and Applications | ||
| 655 | 7 | |a Chapter, Part Of Book |2 local | |
| 786 | 0 | |n https://www.intechopen.com/books/10471 | |
| 787 | 0 | |n ISBN:978-1-83969-123-2 | |
| 856 | \ | \ | |u https://mts.intechopen.com/articles/show/title/vibrations-of-an-elastic-beam-subjected-by-two-kinds-of-moving-loads-and-positioned-on-a-foundation- |z Get Online |