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Analysis of Vibrations of an Elastic Plate On a Viscoelastic Base Via the Fractional Derivative Kelvin-voigt Model

Author(s):

Medium: journal article
Language(s): Russian
Published in: International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, , n. 4, v. 20
Page(s): 208-219
DOI: 10.22337/2587-9618-2024-20-4-208-219
Abstract:

In the present paper, free and forced vibrations of an elastic Kirchhoff-Love plate on a viscoelastic foundation of the Fuss-Winkler type are studied, the damping properties of which are described using the Kelvin-Voigt model with a fractional derivative. The integral Laplace transform method with further expansion of the sought functions into a series of eigenfunctions of the problem is used as the method for solving the problem of non-stationary vibrations of linear elastic plates on a viscoelastic foundation. The solution is obtained as the sum of two terms, one of which controls the drift of the equilibrium position of the system and is determined by the quasi-static creep processes occurring in the system, and the other term describes the damping of oscillations around the equilibrium position and is determined by the inertia and energy dissipation of the system.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.22337/2587-9618-2024-20-4-208-219.
  • About this
    data sheet
  • Reference-ID
    10811096
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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