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Asymptotic behavior of the Rao–Nakra sandwich beam model with Kelvin–Voigt damping

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Date
2024
Author(s)
Quispe Méndez, Teófanes
Cabanillas Zannini, Victor Rafael
Feng, Baowei
Metadata
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Abstract
The Rao–Nakra sandwich beam is a coupled system consisting of two wave equations for the longitudinal displacements of the top and bottom layers and an Euler–Bernoulli beam equation for the transversal displacement. This paper concerns the system’s stability when the Kelvin–Voigt damping terms act on the first and third equations. Using the semigroup theory of linear operators, we prove the global well-posedness of the associated initial boundary value problem. And then, we prove the lack of exponential stability of the system. Because of this lack of exponential stability, we study the polynomial stability and prove that the system decays with rate (Formula presented.). We further prove that this decay rate is optimal.
URI
https://hdl.handle.net/20.500.12724/18792
DOI
https://doi.org/10.1177/10812865231180535
How to cite
Quispe Méndez, T., Cabanillas Zannini, V. & Feng, B. (2024). Asymptotic behavior of the Rao–Nakra sandwich beam model with Kelvin–Voigt damping. Mathematics and Mechanics of Solids, 29(1), pp. 22-38. https://doi.org/10.1177/10812865231180535
Publisher
SAGE Publications
Subject
Girders
Damping (Mechanics)
Viscoelasticity
Viscoelastic materials
Wave equation
Sandwich construction
Structural analysis (Engineering)
Structural stability
Stability
Journal
Mathematics and Mechanics of Solids
ISSN
1081-2865
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  • Estudios Generales [145]


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