Paper Title:
Free Vibration of Elastic Timoshenko Beam on Fractional Derivative Winkler Viscoelastic Foundation
  Abstract

The fractional derivative Winkler viscoelastic foundation model is established by introducing the concept of fractional derivative. The control equations of free vibration of elastic Timoshenko beam on fractional derivative Winkler viscoelastic foundation are also built by considering the shear deformation and rotary inertia, and the control equations of elastic Timoshenko beam are decoupled by using the deformation function and considering the properties of fractional derivative, and the expressions of deflection and section corner of elastic Timoshenko beam on fractional derivative Winkler viscoelastic foundation are obtained. The influences of fractional derivative order and shear shape factor on the free vibration of elastic Timoshenko beam are discussed by numerical example.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
1034-1037
DOI
10.4028/www.scientific.net/AMR.368-373.1034
Citation
Q. F. Yan, Z. P. Su, "Free Vibration of Elastic Timoshenko Beam on Fractional Derivative Winkler Viscoelastic Foundation", Advanced Materials Research, Vols. 368-373, pp. 1034-1037, 2012
Online since
October 2011
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Price
$32.00
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