Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners

For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recommended. It has usually been assumed that it can be achieved by fulfilling minimum spacing requirements between fasteners. However, recent works address the need to account for brittle failure modes (na...

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Autores: Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560, Yurrita-Lozano, M. (Miguel)|||/items/3e050cd7-e505-4160-8325-5f95eb948676
Tipo de recurso: artículo
Fecha de publicación:2018
País:España
Institución:Universidad de Navarra
Repositorio:Dadun. Depósito Académico Digital de la Universidad de Navarra
Idioma:inglés
OAI Identifier:oai:dadun.unav.edu:10171/53607
Acceso en línea:https://hdl.handle.net/10171/53607
Access Level:acceso abierto
Palabra clave:Brittle failure parallel-to-grain
Splitting
Row-shear failure
Block-shear failure
Plug-shear failure
Timber connections
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spelling Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fastenersCabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560Yurrita-Lozano, M. (Miguel)|||/items/3e050cd7-e505-4160-8325-5f95eb948676Brittle failure parallel-to-grainSplittingRow-shear failureBlock-shear failurePlug-shear failureTimber connectionsFor safety reasons, ductile failure in timber connections with dowel-type fasteners is always recommended. It has usually been assumed that it can be achieved by fulfilling minimum spacing requirements between fasteners. However, recent works address the need to account for brittle failure modes (namely splitting, row-shear, and block and plug-shear) in connections loaded parallel-to-the-grain in an explicit manner, in order to evaluate them and achieve the desired ductility. This article describes the brittle failure modes and reviews the existing calculation models proposed by several authors – some of them included in standards. Finally, the performance of these models is assessed against an extensive database of tests gathered from the literature following a comprehensive methodology.ElsevierDadun. Depósito Académico Digital Universidad de Navarra20182018-08-2720182018-09-1520182018-09-15journal articlehttp://purl.org/coar/resource_type/c_6501info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/10171/53607reponame:Dadun. Depósito Académico Digital de la Universidad de Navarrainstname:Universidad de NavarraInglésengopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:dadun.unav.edu:10171/536072026-06-21T12:47:57Z
dc.title.none.fl_str_mv Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
title Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
spellingShingle Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560
Brittle failure parallel-to-grain
Splitting
Row-shear failure
Block-shear failure
Plug-shear failure
Timber connections
title_short Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
title_full Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
title_fullStr Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
title_full_unstemmed Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
title_sort Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
dc.creator.none.fl_str_mv Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560
Yurrita-Lozano, M. (Miguel)|||/items/3e050cd7-e505-4160-8325-5f95eb948676
author Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560
author_facet Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560
Yurrita-Lozano, M. (Miguel)|||/items/3e050cd7-e505-4160-8325-5f95eb948676
author_role author
author2 Yurrita-Lozano, M. (Miguel)|||/items/3e050cd7-e505-4160-8325-5f95eb948676
author2_role author
dc.contributor.none.fl_str_mv Dadun. Depósito Académico Digital Universidad de Navarra
dc.subject.none.fl_str_mv Brittle failure parallel-to-grain
Splitting
Row-shear failure
Block-shear failure
Plug-shear failure
Timber connections
topic Brittle failure parallel-to-grain
Splitting
Row-shear failure
Block-shear failure
Plug-shear failure
Timber connections
description For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recommended. It has usually been assumed that it can be achieved by fulfilling minimum spacing requirements between fasteners. However, recent works address the need to account for brittle failure modes (namely splitting, row-shear, and block and plug-shear) in connections loaded parallel-to-the-grain in an explicit manner, in order to evaluate them and achieve the desired ductility. This article describes the brittle failure modes and reviews the existing calculation models proposed by several authors – some of them included in standards. Finally, the performance of these models is assessed against an extensive database of tests gathered from the literature following a comprehensive methodology.
publishDate 2018
dc.date.none.fl_str_mv 2018
2018-08-27
2018
2018-09-15
2018
2018-09-15
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/10171/53607
url https://hdl.handle.net/10171/53607
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
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
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Dadun. Depósito Académico Digital de la Universidad de Navarra
instname:Universidad de Navarra
instname_str Universidad de Navarra
reponame_str Dadun. Depósito Académico Digital de la Universidad de Navarra
collection Dadun. Depósito Académico Digital de la Universidad de Navarra
repository.name.fl_str_mv
repository.mail.fl_str_mv
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