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Please use this identifier to cite or link to this item: http://hdl.handle.net/1843/56901
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dc.creatorJúlio Cezar Pigozzopt_BR
dc.creatorFelipe Nascimento Arroyopt_BR
dc.creatorDiego h. Almeidapt_BR
dc.creatorAndré Luis Christoforopt_BR
dc.creatorEduardo Chahudpt_BR
dc.creatorFrancisco Antonio Rocco Lahrpt_BR
dc.date.accessioned2023-07-24T19:39:35Z-
dc.date.available2023-07-24T19:39:35Z-
dc.date.issued2018-
dc.citation.volume8pt_BR
dc.citation.issue4pt_BR
dc.citation.spage70pt_BR
dc.citation.epage75pt_BR
dc.identifier.doi10.5923/j.ijme.20180804.03pt_BR
dc.identifier.issn2166-5400pt_BR
dc.identifier.urihttp://hdl.handle.net/1843/56901-
dc.description.resumoThe study of pull out strength of glued in rods perpendicularly to the grain is presented. Three types of resin were used in order to evaluate their efficiency. Additionally, the effects of the variation of the moisture content and of the glue line thickness were considered. The beams were made of wood from Corymbia citriodora, (ρ12% = 1000 kg/m3) and Pinus oocarpa Shiede (ρ12% = 550 kg/m3). The wood specimens (four samples for each type of test) were seasoned to the expected moisture contents of 12, 15, 18 and 22%. The anchorage length of the glued in rods was 80 mm, the hole diameters were 7.5, 8.5, 9.5 and 10.5 mm and their respective glue line thickness, 0.6, 1.1, 1.6 and 2.1 mm. The deformed reinforcing bars used as rods, with the minimum yield strength of 500 MPa, had nominal diameter of 6.3 mm. The obtained results confirmed the assumption that type of resin, moisture content, glue line thickness are strength determining factors, while density is less than others. The results are presented in a comparative form. The failure modes are discussed and the need of a broad understanding of resin behavior on wood was emphasized.pt_BR
dc.description.sponsorshipCAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superiorpt_BR
dc.description.sponsorshipFAPESP - Fundação de Amparo à Pesquisa do Estado de São Paulopt_BR
dc.format.mimetypepdfpt_BR
dc.languageengpt_BR
dc.publisherUniversidade Federal de Minas Geraispt_BR
dc.publisher.countryBrasilpt_BR
dc.publisher.departmentENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVILpt_BR
dc.publisher.initialsUFMGpt_BR
dc.relation.ispartofInternational Journal of Materials Engineeringpt_BR
dc.rightsAcesso Abertopt_BR
dc.subjectAdhesivespt_BR
dc.subjectGlued-in steel rodspt_BR
dc.subjectStructural resinpt_BR
dc.subjectAnchorage strengthpt_BR
dc.subject.otherAdesivospt_BR
dc.subject.otherBarras de açopt_BR
dc.subject.otherGomas e resinaspt_BR
dc.subject.otherEucalyptuspt_BR
dc.titlePull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timberpt_BR
dc.typeArtigo de Periódicopt_BR
dc.url.externahttp://dx.doi.org/10.5923/j.ijme.20180804.03pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0002-2615-0678pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0001-8226-172Xpt_BR
dc.identifier.orcidhttps://orcid.org/0000-0003-3168-7055pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0002-3510-8498pt_BR
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