On the Cessation of Motion in a Problem with Coulomb Friction

We consider the problem of motion of a heavy particle on a rough horizontal plane. The particle is subject to the Coulomb friction force and an attractive force proportional to the distance to the attracting center. Such a force can be caused by a linear elastic spring. This note is devoted to answering the following question: Is it true that the particle stops in finite time for any initial conditions? Despite the fact that an affirmative answer is physically obvious, the formal proof of this fact turns out to be surprisingly complicated. Ultimately, everything reduces to the study of the asymptotic behavior of solutions to a smooth nonlinear system in the neighborhood of a degenerate equilibrium position. In addition, we formulate an open problem.

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Publication Details

Journal
Proceedings of the Steklov Institute of Mathematics
Published
2024-12-01
DOI
https://doi.org/10.1134/s0081543824060087
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
Field-Weighted Citation Impact
0.00
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article

On the Cessation of Motion in a Problem with Coulomb Friction

Oleg Zubelevich
Proceedings of the Steklov Institute of Mathematics
Geotechnical and Geomechanical Engineering
article

On the Cessation of Motion in a Problem with Coulomb Friction

Oleg Zubelevich
article en

Abstract

We consider the problem of motion of a heavy particle on a rough horizontal plane. The particle is subject to the Coulomb friction force and an attractive force proportional to the distance to the attracting center. Such a force can be caused by a linear elastic spring. This note is devoted to answering the following question: Is it true that the particle stops in finite time for any initial conditions? Despite the fact that an affirmative answer is physically obvious, the formal proof of this fact turns out to be surprisingly complicated. Ultimately, everything reduces to the study of the asymptotic behavior of solutions to a smooth nonlinear system in the neighborhood of a degenerate equilibrium position. In addition, we formulate an open problem.

Proceedings of the Steklov Institute of MathematicsVol. 327(1)
Russian Academy of Sciences (RU), Steklov Mathematical Institute (RU)
Openalex Percentile: Top 69%
Geotechnical and Geomechanical Engineering
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