Texto completo
|
PDF (Portable Document Format)
- Se necesita un visor de ficheros PDF, como GSview, Xpdf o Adobe Acrobat Reader
Descargar (9MB) |
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.
| 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 |
|
PDF (Portable Document Format)
- Se necesita un visor de ficheros PDF, como GSview, Xpdf o Adobe Acrobat Reader
Descargar (9MB) |
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.
| 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 |
Publicar en el Archivo Digital desde el Portal Científico