Numerical Model for Beam to H-Section Columns Joints Using Long Bolts

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UDC.coleccionInvestigación
UDC.conferenceTitleThe 2025 World Congress on Advances in Structural Engineering and Mechanics (ASEM25)
UDC.departamentoEnxeñaría Naval e Industrial
UDC.grupoInvLaboratorio de Análise Estrutural (LAE)
UDC.institutoCentroCIF - Campus Industrial de Ferrol
dc.contributor.authorLópez López, Manuel
dc.contributor.authorLoureiro, Alfonso
dc.contributor.authorGutiérrez, Ruth
dc.contributor.authorReinosa, J. M.
dc.date.accessioned2026-01-14T13:28:49Z
dc.date.available2026-01-14T13:28:49Z
dc.date.issued2025
dc.description.abstract[Abstract] This article presents a numerical study of beam-to-open section column joints assembled with long bolts. This type of bolt alters the tension zone of the column. To characterize this effect, this study compares joints assembled with standard bolts—with and without stiffeners—to those assembled with long bolts. Finite element models were developed to analyze the force-displacement behavior of the column’s tension zone. The results show that long bolts enhance both the stiffness and resistance of the joint type studied.
dc.description.sponsorshipThe financial support provided through grant PID2020-113895GB-C31 funded by MCIN/AEI/10.13039/501100011033 is gratefully acknowledged.
dc.identifier.citationM. Lopez, A. Loureiro, R. M. Gutierrez, and M. Jose, “Numerical model for beam to H-section columns joints using long bolts,” Proc. 2025 World Congr. Adv. Struct. Eng. Mech. (ASEM25). ASEM, 2025, [Online]. Available: http://www.i-asem.org/publication_conf/asem25/scs/[0205].pdf
dc.identifier.isbn979-11-993829-1-6(05530)
dc.identifier.isbn978-89-89693-39-0
dc.identifier.issn2713-5659
dc.identifier.urihttps://hdl.handle.net/2183/46861
dc.language.isoeng
dc.publisherIASEM
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-113895GB-C31/ES/ANALISIS DE UNIONES DE ACERO 2D ATORNILLADAS BASADAS EN ELEMENTOS CRUCIFORMES Y METAMODELOS
dc.relation.urihttp://www.i-asem.org/publication_conf/asem25/scs/[0205].pdf
dc.rights.accessRightsopen access
dc.titleNumerical Model for Beam to H-Section Columns Joints Using Long Bolts
dc.typeconference output
dspace.entity.typePublication
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relation.isAuthorOfPublicationa387a89f-cfea-4191-88d7-f5426fbc3fa3
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relation.isAuthorOfPublication.latestForDiscoveryb9a2633f-34a2-458a-8e4e-4c673639cdea

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