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Non-linear flexuraltorsional dynamic analysis of beams of arbitrary cross section by BEM

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dc.contributor.author Sapountzakis, EJ en
dc.contributor.author Dikaros, IC 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 0020-7462 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/21308
dc.subject Boundary element method en
dc.subject Dynamic analysis en
dc.subject Flexuraltorsional Analysis en
dc.subject Non-linear analysis en
dc.subject Shortening Effect en
dc.subject Wagners coefficients en
dc.subject.classification Mechanics en
dc.subject.other Algebraic equations en
dc.subject.other Analog equation methods en
dc.subject.other Analysis of beams en
dc.subject.other Axial displacements en
dc.subject.other Axial loading en
dc.subject.other Backward differentiation formulae en
dc.subject.other Boundary element techniques en
dc.subject.other Combined actions en
dc.subject.other Cross section en
dc.subject.other Differential algebraic equations en
dc.subject.other Flexural-torsional en
dc.subject.other Flexuraltorsional Analysis en
dc.subject.other General boundary conditions en
dc.subject.other Large deflection en
dc.subject.other Linear multistep method en
dc.subject.other Non-linear en
dc.subject.other Nonlinear effect en
dc.subject.other Numerical example en
dc.subject.other Shortening Effect en
dc.subject.other Transverse displacements en
dc.subject.other Transverse loading en
dc.subject.other Wagners coefficients en
dc.subject.other Warping constant en
dc.subject.other Algebra en
dc.subject.other Boundary conditions en
dc.subject.other Dynamic analysis en
dc.subject.other Numerical methods en
dc.subject.other Boundary element method en
dc.title Non-linear flexuraltorsional dynamic analysis of beams of arbitrary cross section by BEM en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.ijnonlinmec.2011.02.012 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.ijnonlinmec.2011.02.012 en
heal.language English en
heal.publicationDate 2011 en
heal.abstract In this paper, a boundary element method is developed for the non-linear flexural-torsional dynamic analysis of beams of arbitrary, simply or multiply connected, constant cross section, undergoing moderately large deflections and twisting rotations under general boundary conditions, taking into account the effects of rotary and warping inertia. The beam is subjected to the combined action of arbitrarily distributed or concentrated transverse loading in both directions as well as to twisting and/or axial loading. Four boundary value problems are formulated with respect to the transverse displacements, to the axial displacement and to the angle of twist and solved using the Analog Equation Method, a BEM based method. Application of the boundary element technique leads to a system of non-linear coupled Differential-Algebraic Equations (DAE) of motion, which is solved iteratively using the Petzold-Gear Backward Differentiation Formula (BDF), a linear multistep method for differential equations coupled to algebraic equations. The geometric, inertia, torsion and warping constants are evaluated employing the Boundary Element Method. The proposed model takes into account, both the Wagner's coefficients and the shortening effect. Numerical examples are worked out to illustrate the efficiency, wherever possible the accuracy, the range of applications of the developed method as well as the influence of the non-linear effects to the response of the beam. (C) 2011 Elsevier Ltd. All rights reserved. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName International Journal of Non-Linear Mechanics en
dc.identifier.doi 10.1016/j.ijnonlinmec.2011.02.012 en
dc.identifier.isi ISI:000291078800013 en
dc.identifier.volume 46 en
dc.identifier.issue 5 en
dc.identifier.spage 782 en
dc.identifier.epage 794 en


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