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dc.creatorYurrita-Lozano, M. (Miguel)-
dc.creatorMoreno-Zapata, E. (Ezequiel)-
dc.date.accessioned2022-04-05T09:53:31Z-
dc.date.available2022-04-05T09:53:31Z-
dc.date.issued2020-
dc.identifier.citationYurrita-Lozano, M. (Miguel); Moreno-Zapata, E. (Ezequiel). "New design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fasteners". Engineering Structures. (241), 2020,110557.es_ES
dc.identifier.issn0141-0296-
dc.identifier.urihttps://hdl.handle.net/10171/63344-
dc.description.abstractTimber connections with steel dowel-type fasteners may fail in ductile or brittle ways. The design of this joints was traditionally focused on ductile failure, assuming that brittle failure could be avoided by means of geometrical limitations. However, recent studies demonstrated that these assumptions do not always guarantee ductile failure. A new design model for timber connections with small diameter dowel-type fasteners is provided in this paper. Its improved accuracy is demonstrated by analysing an extensive database of experimental tests and comparing its prediction accuracy to that of existing models.es_ES
dc.description.sponsorshipThe research has been performed thanks to the COST Action FP1402. The first author is supported by a PhD fellowship from the Programa de Becas FPU del Ministerio de Educación y Ciencia (Spain) under the Grant No. FPU15/03413. He would also like to thank the Asociación de Amigos of the University of Navarra for their help with a fellowship in the early stages of this research. Finally, he would like to thank the Government of Navarra for supporting with a fellowship his stay in Karlsruhe, Germany, where the first steps of this research were performed.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.subjectTimber connectiones_ES
dc.subjectBrittle failurees_ES
dc.subjectParallel-to-graines_ES
dc.subjectSmall diameter fasteneres_ES
dc.subjectEurocode 5es_ES
dc.titleNew design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fastenerses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.identifier.doi10.1016/j.engstruct.2020.110557-
dadun.citation.number241es_ES
dadun.citation.publicationNameEngineering Structureses_ES
dadun.citation.startingPage110557es_ES

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