Construction Sciences No. 3 (2025): Academia. Architecture and Construction

Analytical Analysis of Euler-Bernoulli Beam on Viscoelastic Foundation under Moving Load

Vladimir Mondrus, Evgeniya Garber
128-130 DOI 10.22337/2077-9038-2025-3-128-130 Published 2025-09-24
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How to Cite

Analytical Analysis of Euler-Bernoulli Beam on Viscoelastic Foundation under Moving Load

Authors

  • Vladimir Mondrus The Moscow State University of Civil Engineering (26 Yaroslavskoye Highway, Moscow, 129337, Russia. MGSU)
  • Evgeniya Garber The Moscow State University of Civil Engineering (26 Yaroslavskoye Highway, Moscow, 129337, Russia. MGSU)

DOI:

https://doi.org/10.22337/2077-9038-2025-3-128-130

Keywords:

numerical calculation methods, Euler-Bernoulli beam, fractional calculus, damping, viscoelastic foundation, moving load

Abstract

The paper presents an exact analytical solution to the problem of a Bernoulli-Euler elastic beam on a Kelvin-Voigt viscoelastic foundation described by the Fuss-Winkler model with a fractional Grunwald-Letnikov derivative under the action of a moving constant and harmonic load.

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Published

2025-09-24

Issue

No. 3 (2025): Academia. Architecture and Construction

Section

Construction Sciences

License

Copyright (c) 2025 Владимир Мондрус, Евгения Гарбер

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

How to Cite

Analytical Analysis of Euler-Bernoulli Beam on Viscoelastic Foundation under Moving Load. (2025). SCIENTIFIC JOURNAL “ACADEMIA. ARCHITECTURE AND CONSTRUCTION, 3, 128-130. https://doi.org/10.22337/2077-9038-2025-3-128-130

Keywords

numerical calculation methods, Euler-Bernoulli beam, fractional calculus, damping, viscoelastic foundation, moving load

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