A viscoelastic orthotropic Timoshenko beam subjected to general transverse loading

The investigation of lateral vibrations of a simply supported thin beam is the aim of this work. The analytical solution of the problem is derived based on the approximate Timoshenko beam theory for a general continuous loading acting on the upper beam face over the whole beam width and perpendicula...

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Main Authors: Adámek V., Valeš F.
Format: Article
Language:English
Published: University of West Bohemia 2008-12-01
Series:Applied and Computational Mechanics
Subjects:
Online Access:http://www.kme.zcu.cz/acm/old_acm/full_papers/acm_vol2no2_p001.pdf
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spelling doaj-c43e72d825664e7b9f158ed02a6475062021-09-02T01:43:17ZengUniversity of West BohemiaApplied and Computational Mechanics1802-680X2008-12-0122215226A viscoelastic orthotropic Timoshenko beam subjected to general transverse loadingAdámek V.Valeš F.The investigation of lateral vibrations of a simply supported thin beam is the aim of this work. The analytical solution of the problem is derived based on the approximate Timoshenko beam theory for a general continuous loading acting on the upper beam face over the whole beam width and perpendicular to the beam axis. The material of the beam studied is assumed linear orthotropic viscoelastic. The generalized standard viscoelastic solid is chosen for representing of viscoelastic beam behaviour. Final system of partial integro-differential equations is solved by the standard method of integral transforms and resulting relations describing beam deflection, slope of the beam and corresponding stress and strain components are presented. Moreover, the derivation of final functions of beam deflection and slope of the beam for a specific impulse loading is presented and analytical results are compared with results obtained using numerical simulation in 2D (FEM). This confrontation shows very good agreement between results obtained. Furthermore, it was shown that the measure of agreement depends not only on the beam geometry.http://www.kme.zcu.cz/acm/old_acm/full_papers/acm_vol2no2_p001.pdfTimoshenko beamViscoelasticityOrthotropyAnalytical solutionNumerical simulationWaves propagationImpulse
collection DOAJ
language English
format Article
sources DOAJ
author Adámek V.
Valeš F.
spellingShingle Adámek V.
Valeš F.
A viscoelastic orthotropic Timoshenko beam subjected to general transverse loading
Applied and Computational Mechanics
Timoshenko beam
Viscoelasticity
Orthotropy
Analytical solution
Numerical simulation
Waves propagation
Impulse
author_facet Adámek V.
Valeš F.
author_sort Adámek V.
title A viscoelastic orthotropic Timoshenko beam subjected to general transverse loading
title_short A viscoelastic orthotropic Timoshenko beam subjected to general transverse loading
title_full A viscoelastic orthotropic Timoshenko beam subjected to general transverse loading
title_fullStr A viscoelastic orthotropic Timoshenko beam subjected to general transverse loading
title_full_unstemmed A viscoelastic orthotropic Timoshenko beam subjected to general transverse loading
title_sort viscoelastic orthotropic timoshenko beam subjected to general transverse loading
publisher University of West Bohemia
series Applied and Computational Mechanics
issn 1802-680X
publishDate 2008-12-01
description The investigation of lateral vibrations of a simply supported thin beam is the aim of this work. The analytical solution of the problem is derived based on the approximate Timoshenko beam theory for a general continuous loading acting on the upper beam face over the whole beam width and perpendicular to the beam axis. The material of the beam studied is assumed linear orthotropic viscoelastic. The generalized standard viscoelastic solid is chosen for representing of viscoelastic beam behaviour. Final system of partial integro-differential equations is solved by the standard method of integral transforms and resulting relations describing beam deflection, slope of the beam and corresponding stress and strain components are presented. Moreover, the derivation of final functions of beam deflection and slope of the beam for a specific impulse loading is presented and analytical results are compared with results obtained using numerical simulation in 2D (FEM). This confrontation shows very good agreement between results obtained. Furthermore, it was shown that the measure of agreement depends not only on the beam geometry.
topic Timoshenko beam
Viscoelasticity
Orthotropy
Analytical solution
Numerical simulation
Waves propagation
Impulse
url http://www.kme.zcu.cz/acm/old_acm/full_papers/acm_vol2no2_p001.pdf
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