dc.contributorUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2018-11-12T17:28:12Z
dc.date.available2018-11-12T17:28:12Z
dc.date.created2018-11-12T17:28:12Z
dc.date.issued2017-03-01
dc.identifierREM - International Engineering Journal. Fundação Gorceix, v. 70, n. 1, p. 9-17, 2017.
dc.identifier2448-167X
dc.identifierhttp://hdl.handle.net/11449/158074
dc.identifier10.1590/0370-44672016700044
dc.identifierS2448-167X2017000100009
dc.identifierS2448-167X2017000100009.pdf
dc.description.abstractAbstract The study of connections for timber structures has been the subject of intense research in Brazil. This work aimed to study the embedment strength of connections made by steel pins (dowels) in specimens of reforested woods. Analytical and experimental evaluations were considered in this study. Initially, tests on specimens made from Pinus elliottii (Class C30) and Eucalyptus salligna (Class C50) woods with dowels, type 1020, with diameter of 6.35 mm (1/4) were performed. The tests were performed according to the ANBT NBR 7190 (1997) and Eurocode 5 (2004) Standards with subsequent comparison between the analytical and experimental results for embedment strengths. The values of the embedment strength showed that the Eurocode 5 (2004) Standard had greater agreement between experimental and analytical results when compared to the results of the ABNT NBR 7190 (1997) Standard.
dc.languageeng
dc.publisherFundação Gorceix
dc.relationREM - International Engineering Journal
dc.rightsAcesso aberto
dc.sourceSciELO
dc.subjectembedment strength
dc.subjectanalytical model
dc.subjectstandardization
dc.subjectexperimental tests
dc.titleEmbedment strength of dowels in wood specimens according to ABNT NBR 7190 (1997) and EUROCODE 5 (2004)
dc.typeArtículos de revistas


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