Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches

ABSTRACT: This paper provides a methodology for the structural integrity assessment of tubular beams containing U-notches, and particularises the analysis to the case of cantilever beams containing through thickness U-notches. The methodology is based on the combined use of Failure Assessment Diagra...

Descripción completa

Detalles Bibliográficos
Autores: Cicero González, Sergio|||0000-0002-3950-6071, Sánchez Matías, Marcos, Arroyo Martínez, Borja|||0000-0003-3037-652X, Fuentes Benito, Juan Diego, Álvarez Laso, José Alberto|||0000-0003-0670-5100
Tipo de recurso: artículo
Fecha de publicación:2021
País:España
Institución:Universidad de Cantabria (UC)
Repositorio:UCrea Repositorio Abierto de la Universidad de Cantabria
Idioma:inglés
OAI Identifier:oai:repositorio.unican.es:10902/23767
Acceso en línea:http://hdl.handle.net/10902/23767
Access Level:acceso abierto
Palabra clave:Load-bearing capacity
Fracture
Tube
Through-thickness notch
U-notch
Cantilever beam
id ES_249ca2a69cdae0cdbfc8cc268f717056
oai_identifier_str oai:repositorio.unican.es:10902/23767
network_acronym_str ES
network_name_str España
repository_id_str
spelling Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notchesCicero González, Sergio|||0000-0002-3950-6071Sánchez Matías, MarcosArroyo Martínez, Borja|||0000-0003-3037-652X Fuentes Benito, Juan DiegoÁlvarez Laso, José Alberto|||0000-0003-0670-5100Load-bearing capacityFractureTubeThrough-thickness notchU-notchCantilever beamABSTRACT: This paper provides a methodology for the structural integrity assessment of tubular beams containing U-notches, and particularises the analysis to the case of cantilever beams containing through thickness U-notches. The methodology is based on the combined use of Failure Assessment Diagrams and the Theory of Critical Distances, with the BS7910 as the reference fracture assessment document. The results, obtained in Al6060 and PVC (Polyvinyl chloride) tubular cantilever beams, demonstrates that the proposed approach provides accurate predictions of failure loads.The authors of this work would like to express their gratitude to the Spanish Ministry of Science and Innovation for the financial support of the projects MAT2014-58443-P and PGC2018-095400-B-I00 (MCI/AEI/ FEDER, UE), on the results of which this paper is based.Elsevier LtdUniversidad de Cantabria20212021-02-01journal articlehttp://purl.org/coar/resource_type/c_6501NAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/articlehttp://hdl.handle.net/10902/23767Engineering Structures Volume 229, 15 February 2021, 111598reponame:UCrea Repositorio Abierto de la Universidad de Cantabriainstname:Universidad de Cantabria (UC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:repositorio.unican.es:10902/237672026-06-02T12:39:31Z
dc.title.none.fl_str_mv Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
title Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
spellingShingle Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
Cicero González, Sergio|||0000-0002-3950-6071
Load-bearing capacity
Fracture
Tube
Through-thickness notch
U-notch
Cantilever beam
title_short Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
title_full Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
title_fullStr Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
title_full_unstemmed Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
title_sort Estimation of the load-bearing capacity of tubular cantilever beams containing through-thickness circumferential U-notches
dc.creator.none.fl_str_mv Cicero González, Sergio|||0000-0002-3950-6071
Sánchez Matías, Marcos
Arroyo Martínez, Borja|||0000-0003-3037-652X
Fuentes Benito, Juan Diego
Álvarez Laso, José Alberto|||0000-0003-0670-5100
author Cicero González, Sergio|||0000-0002-3950-6071
author_facet Cicero González, Sergio|||0000-0002-3950-6071
Sánchez Matías, Marcos
Arroyo Martínez, Borja|||0000-0003-3037-652X
Fuentes Benito, Juan Diego
Álvarez Laso, José Alberto|||0000-0003-0670-5100
author_role author
author2 Sánchez Matías, Marcos
Arroyo Martínez, Borja|||0000-0003-3037-652X
Fuentes Benito, Juan Diego
Álvarez Laso, José Alberto|||0000-0003-0670-5100
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidad de Cantabria
dc.subject.none.fl_str_mv Load-bearing capacity
Fracture
Tube
Through-thickness notch
U-notch
Cantilever beam
topic Load-bearing capacity
Fracture
Tube
Through-thickness notch
U-notch
Cantilever beam
description ABSTRACT: This paper provides a methodology for the structural integrity assessment of tubular beams containing U-notches, and particularises the analysis to the case of cantilever beams containing through thickness U-notches. The methodology is based on the combined use of Failure Assessment Diagrams and the Theory of Critical Distances, with the BS7910 as the reference fracture assessment document. The results, obtained in Al6060 and PVC (Polyvinyl chloride) tubular cantilever beams, demonstrates that the proposed approach provides accurate predictions of failure loads.
publishDate 2021
dc.date.none.fl_str_mv 2021
2021-02-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv http://hdl.handle.net/10902/23767
url http://hdl.handle.net/10902/23767
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier Ltd
publisher.none.fl_str_mv Elsevier Ltd
dc.source.none.fl_str_mv Engineering Structures Volume 229, 15 February 2021, 111598
reponame:UCrea Repositorio Abierto de la Universidad de Cantabria
instname:Universidad de Cantabria (UC)
instname_str Universidad de Cantabria (UC)
reponame_str UCrea Repositorio Abierto de la Universidad de Cantabria
collection UCrea Repositorio Abierto de la Universidad de Cantabria
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869404709693947904
score 15,300719

Similares en LA Referencia