Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration Control

Abstract This study proposes a new pure numerical way to model mass / spring / damper devices to control the vibration of truss structures developing large displacements. It avoids the solution of local differential equations present in traditional convolution approaches to solve viscoelasticity. Th...

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Main Authors: Raphael Henrique Madeira, Humberto Breves Coda
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016000500964&lng=en&tlng=en
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author Raphael Henrique Madeira
Humberto Breves Coda
author_facet Raphael Henrique Madeira
Humberto Breves Coda
author_sort Raphael Henrique Madeira
collection DOAJ
description Abstract This study proposes a new pure numerical way to model mass / spring / damper devices to control the vibration of truss structures developing large displacements. It avoids the solution of local differential equations present in traditional convolution approaches to solve viscoelasticity. The structure is modeled by the geometrically exact Finite Element Method based on positions. The introduction of the device's mass is made by means of Lagrange multipliers that imposes its movement along the straight line of a finite element. A pure numerical Kelvin/Voigt like rheological model capable of nonlinear large deformations is originally proposed here. It is numerically solved along time to accomplish the damping parameters of the device. Examples are solved to validate the formulation and to show the practical possibilities of the proposed technique
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spelling doaj.art-8b9ae0bffafd47bb8648b4a5c04b6d912022-12-21T18:02:19ZengMarcílio AlvesLatin American Journal of Solids and Structures1679-782513596499110.1590/1679-78252624S1679-78252016000500964Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration ControlRaphael Henrique MadeiraHumberto Breves CodaAbstract This study proposes a new pure numerical way to model mass / spring / damper devices to control the vibration of truss structures developing large displacements. It avoids the solution of local differential equations present in traditional convolution approaches to solve viscoelasticity. The structure is modeled by the geometrically exact Finite Element Method based on positions. The introduction of the device's mass is made by means of Lagrange multipliers that imposes its movement along the straight line of a finite element. A pure numerical Kelvin/Voigt like rheological model capable of nonlinear large deformations is originally proposed here. It is numerically solved along time to accomplish the damping parameters of the device. Examples are solved to validate the formulation and to show the practical possibilities of the proposed techniquehttp://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016000500964&lng=en&tlng=enNonlinear dynamicstruss structuresvibration controllarge strainKelvin/Voigt rheology
spellingShingle Raphael Henrique Madeira
Humberto Breves Coda
Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration Control
Latin American Journal of Solids and Structures
Nonlinear dynamics
truss structures
vibration control
large strain
Kelvin/Voigt rheology
title Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration Control
title_full Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration Control
title_fullStr Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration Control
title_full_unstemmed Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration Control
title_short Kelvin Viscoelasticity and Lagrange Multipliers Applied to the Simulation of Nonlinear Structural Vibration Control
title_sort kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control
topic Nonlinear dynamics
truss structures
vibration control
large strain
Kelvin/Voigt rheology
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016000500964&lng=en&tlng=en
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