A new analytical formulation for the stiffness and resistance of the additional plate in bending in beam‐to‐beam steel joints

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UDC.coleccionInvestigaciónes_ES
UDC.departamentoEnxeñaría Naval e Industriales_ES
UDC.endPage14es_ES
UDC.grupoInvLaboratorio de Análise Estrutural (LAE)es_ES
UDC.institutoCentroCITENI - Centro de Investigación en Tecnoloxías Navais e Industriaises_ES
UDC.journalTitleEngineering Structureses_ES
UDC.startPage1es_ES
UDC.volume228es_ES
dc.contributor.authorLópez López, Manuel
dc.contributor.authorLoureiro, Alfonso
dc.contributor.authorGutiérrez, Ruth
dc.contributor.authorReinosa, J. M.
dc.date.accessioned2024-02-07T12:14:02Z
dc.date.available2024-02-07T12:14:02Z
dc.date.issued2021-02
dc.description.abstract[Abstract] This paper focuses on the stiffness and resistance of the additional plate in bending. This is a component which appears in beam-to-beam bolted steel joints, when a secondary beam with a flush end plate is attached orthogonally to the primary beam by an additional plate welded between its flanges. In this work, six experimental tests have been carried out to calibrate a finite element model which has been used to develop a wide parametric study. Thus, a new formulation for stiffness and resistance based on an equivalent frame is proposed.es_ES
dc.description.sponsorshipThe financial support provided by the Spanish Ministerio de Economía y Competitividad and Fondo Europeo de Desarrollo Regional under contract BIA2016-80358-C2-2-P MINECO/FEDER UE is gratefully acknowledged.es_ES
dc.identifier.citationLopez M, Loureiro A, Gutierrez R, Reinosa JM. A new analytical formulation for the stiffness and resistance of the additional plate in bending in beam-to-beam steel joints. Engineering Structures 2021;228:111476. https://doi.org/10.1016/j.engstruct.2020.111476.es_ES
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2020.111476
dc.identifier.issn1873-7323
dc.identifier.urihttp://hdl.handle.net/2183/35471
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MINECO/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2016-80358-C2-2-P/ES/NUEVA METODOLOGÍA PARA LA CARACTERIZACIÓN DIRECTA Y AUTOMÁTICA DE UNIONES 2D VIGA-PILAR EMN ACERO MEDIANTE METAMODELOS ESPECIALIZADOS EN MODOS DE DEFORMACIÓNes_ES
dc.relation.urihttps://doi.org/10.1016/j.engstruct.2020.111476es_ES
dc.rightsAttribution-NonCommercial-NoDerivs 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/es_ES
dc.rights.accessRightsopen accesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectSteel Jointses_ES
dc.subjectExperimentales_ES
dc.subjectComponent methodes_ES
dc.subjectFinite elementes_ES
dc.subjectBeam-to-beam jointes_ES
dc.subjectEquivalent framees_ES
dc.titleA new analytical formulation for the stiffness and resistance of the additional plate in bending in beam‐to‐beam steel jointses_ES
dc.typejournal articlees_ES
dspace.entity.typePublication
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relation.isAuthorOfPublication.latestForDiscoveryb9a2633f-34a2-458a-8e4e-4c673639cdea

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