Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading

UDC.coleccionInvestigaciónes_ES
UDC.departamentoEnxeñaría Naval e Industriales_ES
UDC.endPage77es_ES
UDC.grupoInvLaboratorio de Análise Estrutural (LAE)es_ES
UDC.grupoInvLaboratorio de Aplicacións Industriais do Láser (LAIL)es_ES
UDC.journalTitleEngineering Structureses_ES
UDC.startPage68es_ES
UDC.volume38es_ES
dc.contributor.authorLoureiro, Alfonso
dc.contributor.authorMoreno, Alicia
dc.contributor.authorGutiérrez, Ruth
dc.contributor.authorReinosa, J. M.
dc.date.accessioned2025-01-09T15:15:09Z
dc.date.available2025-01-09T15:15:09Z
dc.date.issued2012-05
dc.descriptionManuscrito aceptadoes_ES
dc.description.abstract[Abstract], This paper focuses on the study of a type of three-dimensional joint that consists of extended end-plates for both major and minor axes. The minor axis connections are bolted to a plate welded to the column flanges (additional plate). An experimental and numerical investigation on the proposed joint is carried out in order to obtain the rotational behaviour (moment–rotation curve) of different three-dimensional configurations, as well as to evaluate the interaction between both axes. Experimental and numerical results show coupling effects between major and minor axis joints. The minor axis load stiffens the tension zone of the mayor axis joint and makes the compression zone more flexible. This leads to a slight increase in the initial stiffness of the major axis joint. The numerical results reveal that the additional plate stiffens the major axis joint significantly.es_ES
dc.description.sponsorshipThe authors would like to thank the Spanish Ministry of Science and Innovation for the financial assistance of this work by means of the project “Analysis and global design of three-dimensional semi-rigid steel joints under conditions of asymmetric loads and form”, BIA2010-20839-C02-01.es_ES
dc.identifier.citationLoureiro A, Moreno A, Gutiérrez R, Reinosa JM. Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading. Engineering Structures 2012;38:68–77. https://doi.org/10.1016/j.engstruct.2011.12.048.es_ES
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2011.12.048 Get rights and content
dc.identifier.issn1873-7323
dc.identifier.urihttp://hdl.handle.net/2183/40639
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MICINN/Plan Nacional de I+D+i 2008-2011/BIA2010-20839-C02-01/ES/ANALISIS Y DISEÑO GLOBAL EN UNIONES SEMIRRIGIDAS TRIDIMENSIONALES DE ACERO BAJO CONDICIONES DE ASIMETRIA DE CARGAS Y FORMA/es_ES
dc.relation.urihttps://doi.org/10.1016/j.engstruct.2011.12.048 Get rights and contentes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 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.subjectEnd-plate connectionses_ES
dc.subjectThree-dimensional jointses_ES
dc.subjectExperimental testinges_ES
dc.subjectFinite element modellinges_ES
dc.subjectSemi-rigid steel jointses_ES
dc.titleExperimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loadinges_ES
dc.typejournal articlees_ES
dspace.entity.typePublication
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relation.isAuthorOfPublicationef183098-b839-40c2-87e7-73f64392aa30
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relation.isAuthorOfPublication.latestForDiscoverya387a89f-cfea-4191-88d7-f5426fbc3fa3

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