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Flexural strength characterisation of oblique radiata pine splice joints

dc.contributor.authorRodríguez-Grau G
dc.contributor.authorMarín-Uribe C.R
dc.contributor.authorGarcía-Giraldo J.M
dc.contributor.authorEstay C.
dc.date.accessioned2022-09-14T14:33:46Z
dc.date.available2022-09-14T14:33:46Z
dc.date.created2021
dc.identifier.issn17480272
dc.identifier.urihttp://hdl.handle.net/11407/7465
dc.descriptionSawn timber is marketed in limited length, so larger construction sizes require structural joining solutions for discrete elements. Traditional carpentry joints allow wood elements to be joined in a sustainable way, as they may not require adhesives or metal implements, such as nails or plates. In this research, the mechanical behaviour during the bending of four different oblique splices, made of radiata pine, has been studied. The results obtained show that the vertical oblique rabbetted splice (ROVS) had the best bending performance, with a strength of 43% compared to the solid control specimen (C), followed by the metal splice (MC) with a strength of 34%. The other splices studied, Rabbeted Oblique Scarf Splice (ROSS), Mortised Rabbeted Oblique Splice (MROS), and Oblique Splice Diamont (OSDP) showed flexural strengths of less than 25%, compared to the control specimen (C). The failure observed in the tested joints corresponds to a characteristic flexural and shear failure, where the predominant cracks retained the same direction generated by the discontinuity of the joints and were located in the central zone of the specimen, where the flexural and shear stresses are at a maximum. © 2021 Informa UK Limited, trading as Taylor & Francis Group.eng
dc.language.isoeng
dc.publisherTaylor and Francis Ltd.
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85118581983&doi=10.1080%2f17480272.2021.1990405&partnerID=40&md5=d04c3b32919ed66a1f1c7709aab5282a
dc.sourceWood Material Science and Engineering
dc.titleFlexural strength characterisation of oblique radiata pine splice joints
dc.typeArticle
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.publisher.programIngeniería Civil
dc.type.spaArtículo
dc.identifier.doi10.1080/17480272.2021.1990405
dc.subject.keywordCarpenter jointseng
dc.subject.keywordFlexural strengtheng
dc.subject.keywordJapanese joineryeng
dc.subject.keywordJoineryeng
dc.subject.keywordJoint woodeng
dc.subject.keywordAdhesiveseng
dc.subject.keywordForestryeng
dc.subject.keywordShear stresseng
dc.subject.keywordBending performanceeng
dc.subject.keywordCarpenter jointeng
dc.subject.keywordDiscrete elementseng
dc.subject.keywordJapanese joineryeng
dc.subject.keywordJoineryeng
dc.subject.keywordMechanical behavioreng
dc.subject.keywordRadiata pineeng
dc.subject.keywordSawn timberseng
dc.subject.keywordSolid controleng
dc.subject.keywordStrength characterizationeng
dc.subject.keywordBending strengtheng
dc.publisher.facultyFacultad de Ingenierías
dc.affiliationRodríguez-Grau, G., School of Civil Construction, Faculty of Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile
dc.affiliationMarín-Uribe, C.R., School of Civil Construction, Faculty of Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile
dc.affiliationGarcía-Giraldo, J.M., Civil Engineering Department, Faculty of Engineering, University of Medellin, Medellin, Colombia
dc.affiliationEstay, C., School of Civil Construction, Faculty of Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile
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dc.type.coarhttp://purl.org/coar/resource_type/c_6501
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.type.driverinfo:eu-repo/semantics/article
dc.identifier.reponamereponame:Repositorio Institucional Universidad de Medellín
dc.identifier.repourlrepourl:https://repository.udem.edu.co/
dc.identifier.instnameinstname:Universidad de Medellín


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