Experimental Behaviour of large-size beam-to-column steel joints for the DUNE Neutrino Experiment

Da Silva, Luis Simoes ORCID: https://orcid.org/0000-0001-5225-6567, Craveiro, Helder ORCID: https://orcid.org/0000-0001-8590-5885, Conde Conde, Jorge ORCID: https://orcid.org/0000-0002-5633-1170, Simões, Rui ORCID: https://orcid.org/0000-0002-1793-3291, Martins, Claúdio ORCID: https://orcid.org/0000-0003-1424-6928, Catinaccio, Andrea ORCID: https://orcid.org/0000-0001-8774-8887, Mladenov, Dimitar, Lopes, João Batista ORCID: https://orcid.org/0000-0002-6937-0056, Alvarez Feito, Diego and Bault, Christophe (2023). Experimental Behaviour of large-size beam-to-column steel joints for the DUNE Neutrino Experiment. "Thin-Walled Structures" (n. 191); p. 110996. ISSN 0263-8231. https://doi.org/10.1016/j.tws.2023.110996.

Descripción

Título: Experimental Behaviour of large-size beam-to-column steel joints for the DUNE Neutrino Experiment
Autor/es:
Tipo de Documento: Artículo
Título de Revista/Publicación: Thin-Walled Structures
Fecha: Octubre 2023
ISSN: 0263-8231
Número: 191
Materias:
Palabras Clave Informales: large joints, experimental, beam-to-colum steel joint, moment-rotation, eurocode 3
Escuela: E.T.S. Arquitectura (UPM)
Departamento: Estructuras y Física de Edificación
Licencias Creative Commons: Reconocimiento

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Resumen

This paper reports on an experimental investigation on a very large, bolted beam-to-column steel joint that will be extensively used in a new experimental facility for the study of neutrinos (DUNE experiment), hosted by the U.S. Department of Energy’s Fermilab. The dimensions of the members (HL 1100 in S460 steel) are uncommonly large at an experimental level and, consequently, the gathered experimental data is of utmost importance for the validation of the component method for large-size steel joints. The steel joint is subjected to static monotonic loading. Relevant instrumentation was used to monitor and assess the moment–rotation characteristics, experimental stiffness, and moment resistance. The experimental results are presented and analysed. Comparisons with design predictions according to EN 1993-1-8 and state-of-the-art FEA, show an excellent agreement, validating the application of the component method for very large joints.

Proyectos asociados

Tipo
Código
Acrónimo
Responsable
Título
Gobierno de España
UP2021-035
Sin especificar
Sin especificar
Sin especificar

Más información

ID de Registro: 85660
Identificador DC: https://oa.upm.es/85660/
Identificador OAI: oai:oa.upm.es:85660
URL Portal Científico: https://portalcientifico.upm.es/es/ipublic/item/10111096
Identificador DOI: 10.1016/j.tws.2023.110996
URL Oficial: https://www.sciencedirect.com/science/article/pii/...
Depositado por: Sr Jorge Conde
Depositado el: 02 Ene 2025 18:40
Ultima Modificación: 02 Ene 2025 18:40