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An inelastic Timoshenko beam element with axial-shear-flexural interaction

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dc.contributor.author Triantafyllou, SP en
dc.contributor.author Koumousis, VK en
dc.date.accessioned 2014-03-01T01:35:11Z
dc.date.available 2014-03-01T01:35:11Z
dc.date.issued 2011 en
dc.identifier.issn 0178-7675 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/20980
dc.subject Bouc-Wen en
dc.subject Finite elements en
dc.subject Hysteretic model en
dc.subject Timoshenko beam en
dc.subject.classification Mathematics, Interdisciplinary Applications en
dc.subject.classification Mechanics en
dc.subject.other Beam elements en
dc.subject.other Bending deformations en
dc.subject.other Bouc Wen model en
dc.subject.other Bouc-Wen en
dc.subject.other Deformation component en
dc.subject.other Finite Element en
dc.subject.other Hysteretic model en
dc.subject.other Non-linear dynamic analysis en
dc.subject.other Numerical results en
dc.subject.other Shape functions en
dc.subject.other Shear-locking en
dc.subject.other Skeletal structures en
dc.subject.other Stress resultants en
dc.subject.other Timoshenko beams en
dc.subject.other Yield function en
dc.subject.other Bending (deformation) en
dc.subject.other Dynamic analysis en
dc.subject.other Hysteresis en
dc.subject.other Particle beams en
dc.subject.other Shear flow en
dc.title An inelastic Timoshenko beam element with axial-shear-flexural interaction en
heal.type journalArticle en
heal.identifier.primary 10.1007/s00466-011-0616-3 en
heal.identifier.secondary http://dx.doi.org/10.1007/s00466-011-0616-3 en
heal.language English en
heal.publicationDate 2011 en
heal.abstract An enhanced beam element is proposed for the nonlinear dynamic analysis of skeletal structures. The formulation extends the displacement based elastic Timoshenko beam element. Shear-locking effects are eliminated using exact shape functions. A variant of the Bouc-Wen model is implemented to incorporate plasticity due to combined axial, shear and bending deformation components. Interaction is introduced through the implementation of yield functions, expressed in the stress resultant space. Three additional hysteretic degrees of freedom are introduced to account for the hysteretic part of the deformation components. Numerical results are presented that demonstrate the advantages of the proposed element in simulating cyclic phenomena, in which shear deformations are significant. © 2011 Springer-Verlag. en
heal.publisher SPRINGER en
heal.journalName Computational Mechanics en
dc.identifier.doi 10.1007/s00466-011-0616-3 en
dc.identifier.isi ISI:000296784100007 en
dc.identifier.volume 48 en
dc.identifier.issue 6 en
dc.identifier.spage 713 en
dc.identifier.epage 727 en


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