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Nonlinear response of shear deformable beams on tensionless nonlinear viscoelastic foundation under moving loads

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dc.contributor.author Sapountzakis, EJ en
dc.contributor.author Kampitsis, AE en
dc.date.accessioned 2014-03-01T01:36:29Z
dc.date.available 2014-03-01T01:36:29Z
dc.date.issued 2011 en
dc.identifier.issn 0022-460X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/21311
dc.subject Boundary Condition en
dc.subject Boundary Element en
dc.subject Boundary Element Method en
dc.subject Boundary Value Problem en
dc.subject Cross Section en
dc.subject Differential Algebraic Equation en
dc.subject Nonlinear Response en
dc.subject Shear Deformation en
dc.subject time discretization en
dc.subject.classification Acoustics en
dc.subject.classification Engineering, Mechanical en
dc.subject.classification Mechanics en
dc.subject.other Analog equation methods en
dc.subject.other Axial displacements en
dc.subject.other Axial loading en
dc.subject.other Beam displacement en
dc.subject.other Boundary element techniques en
dc.subject.other Boundary elements en
dc.subject.other Combined actions en
dc.subject.other Differential algebraic equations en
dc.subject.other General boundary conditions en
dc.subject.other Geometrically nonlinear en
dc.subject.other Large deflection en
dc.subject.other Load frequency en
dc.subject.other Moving load en
dc.subject.other Moving loading en
dc.subject.other Non-linear response en
dc.subject.other Non-Linearity en
dc.subject.other Nonlinear visco-elastic en
dc.subject.other Shear deformable beams en
dc.subject.other Shear deformation coefficients en
dc.subject.other Stress functions en
dc.subject.other Time discretization en
dc.subject.other Transverse displacements en
dc.subject.other Viscoelastic foundation en
dc.subject.other Beams and girders en
dc.subject.other Boundary element method en
dc.subject.other Control nonlinearities en
dc.subject.other Shear deformation en
dc.subject.other Shear flow en
dc.subject.other Nonlinear equations en
dc.title Nonlinear response of shear deformable beams on tensionless nonlinear viscoelastic foundation under moving loads en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.jsv.2011.06.009 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.jsv.2011.06.009 en
heal.language English en
heal.publicationDate 2011 en
heal.abstract In this paper, a boundary element method is developed for the geometrically nonlinear response of shear deformable beams of simply or multiply connected constant cross-section, traversed by moving loads, resting on tensionless nonlinear three-parameter viscoelastic foundation, undergoing moderate large deflections under general boundary conditions. The beam is subjected to the combined action of arbitrarily distributed or concentrated transverse moving loading as well as to axial loading. To account for shear deformations, the concept of shear deformation coefficients is used. Three boundary value problems are formulated with respect to the transverse displacement, to the axial displacement and to a stress functions and solved using the Analog Equation Method, a Boundary Element based method. Application of the boundary element technique yields a system of nonlinear Differential-Algebraic Equations, which is solved using an efficient time discretization scheme, from which the transverse and axial displacements are computed. The evaluation of the shear deformation coefficient is accomplished from the aforementioned stress function using only boundary integration. Analyses are performed to illustrate, wherever possible, the accuracy of the developed method, to investigate the effects of various parameters, such as the load velocity, load frequency, shear deformation, foundation nonlinearity, damping, on the beam displacements and stress resultants and to examine how the consideration of shear and axial compression affects the response of the system. (C) 2011 Elsevier Ltd. All rights reserved. en
heal.publisher ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD en
heal.journalName Journal of Sound and Vibration en
dc.identifier.doi 10.1016/j.jsv.2011.06.009 en
dc.identifier.isi ISI:000293928400015 en
dc.identifier.volume 330 en
dc.identifier.issue 22 en
dc.identifier.spage 5410 en
dc.identifier.epage 5426 en


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