2011
DOI: 10.1007/s00033-011-0180-x
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Mathematical justification of Kelvin–Voigt beam models by asymptotic methods

Abstract: The authors derive and justify two models for the bending-stretching of a viscoelastic rod by using the asymptotic expansion method. The material behaviour is modelled by using a general Kelvin-Voigt constitutive law. Mathematics Subject Classification (2000). Primary 74K10 · Secondary 35C20 · 74A05 · 74A10 · 74D05 · 41A60.

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Cited by 13 publications
(11 citation statements)
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References 26 publications
(27 reference statements)
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“…The most remarkable feature was that from the asymptotic analysis of the three-dimensional problems which included a short term memory represented by a time 50 derivative, a long term memory arised in the two-dimensional limit problems, represented by an integral with respect to the time variable. This fact, agreed with previous asymptotic analysis of viscoelastic rods in [32,33] where an analogous behaviour was presented as well.…”
Section: Introductionsupporting
confidence: 92%
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“…The most remarkable feature was that from the asymptotic analysis of the three-dimensional problems which included a short term memory represented by a time 50 derivative, a long term memory arised in the two-dimensional limit problems, represented by an integral with respect to the time variable. This fact, agreed with previous asymptotic analysis of viscoelastic rods in [32,33] where an analogous behaviour was presented as well.…”
Section: Introductionsupporting
confidence: 92%
“…In [34], we justified the two-dimensional equations of the viscoelastic membrane shells, where the middle surface S is elliptic and the boundary condition of place is considered on the whole lateral face of the shell. These assumptions lead to V F (ω) = {0} (see [34] for details).…”
Section: Completion Spaces and Admissible Forcesmentioning
confidence: 99%
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“…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%