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Nonlinear effects in elastic flexural - Torsional vibrations of beams of arbitrary cross section

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dc.contributor.author Sapountzakis, EJ en
dc.contributor.author Dikaros, IC en
dc.date.accessioned 2014-03-01T02:53:23Z
dc.date.available 2014-03-01T02:53:23Z
dc.date.issued 2011 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/36278
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-80054805444&partnerID=40&md5=d1454d12613b79c1bb2509f055bac07c en
dc.subject Boundary element method en
dc.subject Dynamic analysis en
dc.subject Flexural-torsional analysis en
dc.subject Nonlinear analysis en
dc.subject Shortening effect en
dc.subject Wagner's coefficients en
dc.subject.other Analog equation methods en
dc.subject.other Analysis of beams en
dc.subject.other Axial displacements en
dc.subject.other Beams of arbitrary cross-sections en
dc.subject.other Cross section en
dc.subject.other Flexural-torsional en
dc.subject.other Flexural-torsional analysis en
dc.subject.other General boundary conditions en
dc.subject.other Large deflection en
dc.subject.other Nonlinear effect en
dc.subject.other Numerical example en
dc.subject.other Shortening effect en
dc.subject.other Torsional vibration en
dc.subject.other Torsional warping en
dc.subject.other Transverse displacements en
dc.subject.other Wagner's coefficients en
dc.subject.other Warping constant en
dc.subject.other Civil engineering en
dc.subject.other Computational methods en
dc.subject.other Dynamic analysis en
dc.subject.other Earthquakes en
dc.subject.other Engineering geology en
dc.subject.other Nonlinear analysis en
dc.subject.other Numerical methods en
dc.subject.other Structural dynamics en
dc.subject.other Vibration analysis en
dc.subject.other Boundary element method en
dc.title Nonlinear effects in elastic flexural - Torsional vibrations of beams of arbitrary cross section en
heal.type conferenceItem en
heal.publicationDate 2011 en
heal.abstract In this paper a boundary element method is developed for the nonlinear flexural-torsional dynamic analysis of beams of arbitrary, simply or multiply connected, constant cross section, undergoing moderate large deflections and rotations under general boundary conditions, taking into account the effects of rotary and torsional warping inertia. 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. 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 nonlinear effects to the response of the beam. en
heal.journalName ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme en


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