2010
DOI: 10.3176/proc.2010.2.14
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Asymptotics and stabilization for dynamic models of nonlinear beams

Abstract: We prove that the von Kármán model for vibrating beams can be obtained as a singular limit of a modified Mindlin-Timoshenko system when the modulus of elasticity in shear k tends to infinity, provided a regularizing term through a fourth-order dispersive operator is added. We also show that the energy of solutions for this modified Mindlin-Timoshenko system decays exponentially, uniformly with respect to the parameter k, when suitable damping terms are added. As k → ∞, one deduces the uniform exponential decay… Show more

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Cited by 3 publications
(2 citation statements)
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“…Most of these devices are internal and/or boundary dampers. For instance, two frictional dampings, one acting on the longitudinal component and one acting on the transversal component, have been used by Perla Menzala et al [18] and Araruna et al [1] to stabilize the system exponentially. There is also an "extra" strong damping in the transversal component when the rotational inertia of the beam is taken into account.…”
Section: Introductionmentioning
confidence: 99%
“…Most of these devices are internal and/or boundary dampers. For instance, two frictional dampings, one acting on the longitudinal component and one acting on the transversal component, have been used by Perla Menzala et al [18] and Araruna et al [1] to stabilize the system exponentially. There is also an "extra" strong damping in the transversal component when the rotational inertia of the beam is taken into account.…”
Section: Introductionmentioning
confidence: 99%
“…A substantial range of literature use this type of model, where they addressing the problems of existence, uniqueness and asymptotic behavior in time when some damping effects are considered , (See Refs. [4,17,25] and the references therein for more information).…”
Section: Introductionmentioning
confidence: 99%