2000
DOI: 10.1090/qam/1770651
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Asymptotic analysis of torsional and stretching modes of thin rods

Abstract: Abstract.In this article, we show that a class of high frequencies of the threedimensional linearized elasticity system in a thin rod and their associated eigenfunctions converge in a precise sense, as the area of the cross section of the rod goes to zero. The limit model is a coupled one-dimensional problem giving the classical equations for torsion and stretching modes in rods.

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Cited by 6 publications
(3 citation statements)
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“…Later, the method was successfully applied by Trabucho and Viaño [29,30] for mathematically derive more complete models as the Saint-Venant, Timoshenko and Vlassov theories for thick and thin profile cross section, isotropic and anisotropic materials and curved beams (see Rodríguez-Seijo and Viaño [25,26], Alvarez-Dios and Viaño [1][2][3], Irago and Viaño [13], Irago, Kerdid and Viaño [14]). The nonlinear case was studied by Cimetière et al [8].…”
Section: Introductionmentioning
confidence: 99%
“…Later, the method was successfully applied by Trabucho and Viaño [29,30] for mathematically derive more complete models as the Saint-Venant, Timoshenko and Vlassov theories for thick and thin profile cross section, isotropic and anisotropic materials and curved beams (see Rodríguez-Seijo and Viaño [25,26], Alvarez-Dios and Viaño [1][2][3], Irago and Viaño [13], Irago, Kerdid and Viaño [14]). The nonlinear case was studied by Cimetière et al [8].…”
Section: Introductionmentioning
confidence: 99%
“…In fact, we get results for eigenvalues and eigenfunctions of (1.1) which are of interest in terms of the associated evolution problems since, from (1.8), we can construct standing waves which approach time-dependent solutions for long times, and these times can be precisely computed in terms of bounds for discrepancies such as that in (1.5) (see [41] and [34] for an abstract framework as well as for applications to very different vibrating systems). It should be emphasized that it seems to be a common fact to many mechanical systems arising in thin structures that the low frequencies give rise to longitudinal vibrations while for other kinds of vibrations such as torsional or stretching vibrations one must look among those associated to the high frequencies: see, for instance, [8], [23], [24], [35] and references therein. Also, we emphasize that, to our knowledge, this is the first work in the literature addressing the asymptotics of the high frequencies for a thin T-like shaped structure.…”
Section: Introductionmentioning
confidence: 99%
“…Using asymptotic analysis, several classical reduced models have been mathematically developed over the years. The asymptotic method was originally introduced by Lions [22] and since then it has been extensively used to derive and justify reduced models for elastic plates and shells [10][11][12], elastic beams [4,19,21,31,[40][41][42][43], viscoelastic beams [28,29] and also for elastic beams in contact with a foundation (see [20,30,44,47], the last two to justify and generalize contact models found in [17,37]). The success of this method is due to the inherent small geometrical parameters involved (thickness of plates and shells and diameter of the cross-section in beams).…”
Section: Introductionmentioning
confidence: 99%