Analytical Analysis of Euler-Bernoulli Beam on Viscoelastic Foundation under Moving Load
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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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How to Cite
Mondrus, V., & Garber, E. (2025). Analytical Analysis of Euler-Bernoulli Beam on Viscoelastic Foundation under Moving Load. SCIENTIFIC JOURNAL “ACADEMIA. ARCHITECTURE AND CONSTRUCTION, (3), 128–130. https://doi.org/10.22337/2077-9038-2025-3-128-130
Section
Construction Sciences
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