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October 5, 2025Mathematical Methods in the Applied Sciences2 citations

On the Stability of Timoshenko System With Foundation From the Classical and Second Spectrum Perspectives

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MJMarwa JomaaTAToufic El ArwadiSISamer Israwi

Key Points

  • Exponential stability is proven for a fully viscoelastic Timoshenko system with damping.
  • Polynomial stability is established for partial viscoelastic systems, highlighting differing stability behaviors.
  • The well-posedness of Timoshenko systems is determined through semigroup and Faedo-Galerkin techniques.
  • A numerical scheme validates theoretical findings, confirming predicted decay rates in system response.

Abstract

ABSTRACT Timoshenko system with its various dissipative mechanisms has been thoroughly examined in the literature. In this paper, we consider the Timoshenko beam model resting on Winkler foundation coupled with Kelvin–Voigt damping. For the classical case, we establish the well‐posedness of the system using ‐semigroup theory. Without assuming the equal wave speeds condition, we prove that the ‐semigroup established with the fully viscoelastic system, where both the bending moment and the shear stress exhibit viscoelastic damping, is analytic. Consequently, exponential stability is acquired. Otherwise, the partial viscoelastic systems are not exponentially stable, no matter the value of the coefficients. Then, the two systems are shown to be polynomially stable using Borichev and Tomilov's theorem. Then, we investigate the case where the system is free of second spectrum, as we showed the well‐posedness of the system using Faedo–Galerkin technique. Furthermore, exponential stability was proved using the energy method. Finally, a numerical scheme is proposed and analyzed, and numerical simulations are provided to illustrate and validate the theoretical findings, confirming the predicted decay rates.

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Cite This Study

Jomaa et al. (2025) studied this question.

synapsesocial.com/papers/68e25559d6d66a53c24750efhttps://doi.org/10.1002/mma.70157
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