Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading
| UDC.coleccion | Investigación | es_ES |
| UDC.departamento | Enxeñaría Naval e Industrial | es_ES |
| UDC.endPage | 77 | es_ES |
| UDC.grupoInv | Laboratorio de Análise Estrutural (LAE) | es_ES |
| UDC.grupoInv | Laboratorio de Aplicacións Industriais do Láser (LAIL) | es_ES |
| UDC.journalTitle | Engineering Structures | es_ES |
| UDC.startPage | 68 | es_ES |
| UDC.volume | 38 | es_ES |
| dc.contributor.author | Loureiro, Alfonso | |
| dc.contributor.author | Moreno, Alicia | |
| dc.contributor.author | Gutiérrez, Ruth | |
| dc.contributor.author | Reinosa, J. M. | |
| dc.date.accessioned | 2025-01-09T15:15:09Z | |
| dc.date.available | 2025-01-09T15:15:09Z | |
| dc.date.issued | 2012-05 | |
| dc.description | Manuscrito aceptado | es_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.sponsorship | The 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.citation | Loureiro 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.doi | https://doi.org/10.1016/j.engstruct.2011.12.048 Get rights and content | |
| dc.identifier.issn | 1873-7323 | |
| dc.identifier.uri | http://hdl.handle.net/2183/40639 | |
| dc.language.iso | eng | es_ES |
| dc.publisher | Elsevier | es_ES |
| dc.relation.projectID | info: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.uri | https://doi.org/10.1016/j.engstruct.2011.12.048 Get rights and content | es_ES |
| dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/ | es_ES |
| dc.rights.accessRights | open access | es_ES |
| dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ | * |
| dc.subject | End-plate connections | es_ES |
| dc.subject | Three-dimensional joints | es_ES |
| dc.subject | Experimental testing | es_ES |
| dc.subject | Finite element modelling | es_ES |
| dc.subject | Semi-rigid steel joints | es_ES |
| dc.title | Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading | es_ES |
| dc.type | journal article | es_ES |
| dspace.entity.type | Publication | |
| relation.isAuthorOfPublication | a387a89f-cfea-4191-88d7-f5426fbc3fa3 | |
| relation.isAuthorOfPublication | ef183098-b839-40c2-87e7-73f64392aa30 | |
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| relation.isAuthorOfPublication | fb02345c-db62-4b58-9275-5676f9d57502 | |
| relation.isAuthorOfPublication.latestForDiscovery | a387a89f-cfea-4191-88d7-f5426fbc3fa3 |
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