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dc.contributor.authorAlmeida, Diego Henrique de-
dc.contributor.authorFerro, Fabiane Salles-
dc.contributor.authorVaranda, Luciano Donizeti-
dc.contributor.authorChristoforo, Andre Luis-
dc.contributor.authorRocco Lahr, Francisco Antonio-
dc.contributor.authorMolina, Julio Cesar-
dc.contributor.authorCalil Junior, Carlito-
dc.date.accessioned2014-12-03T13:11:31Z-
dc.date.accessioned2016-10-25T20:14:24Z-
dc.date.available2014-12-03T13:11:31Z-
dc.date.available2016-10-25T20:14:24Z-
dc.date.issued2014-03-01-
dc.identifierhttp://dx.doi.org/10.1590/S0100-67622014000200015-
dc.identifier.citationRevista Arvore. Vicosa: Univ Federal Vicosa, v. 38, n. 2, p. 347-352, 2014.-
dc.identifier.issn0100-6762-
dc.identifier.urihttp://hdl.handle.net/11449/113225-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/113225-
dc.description.abstractTo design connections between timber parts with metal dowels (nails or bolts), two phenomena must be considered: bending of the metal dowel and the embedment strength in the wood. The Brazilian Standard ABNT NBR 7190:1997 proposes the methods used in the laboratory tests to determine the embedment strength with the metal dowell and, in the absence of testing, specifies relations to calculate the embedment strength from the compression strength. The aim of this research was to compare the embedment strength values obtained by experimental tests and calculated by the relationships established by the Brazilian Standard ABNT NBR 7190:1997. By the results of the hypothesis tests, it was possible to conclude that the estimate of the embedment strength parallel to the grain proposed by the Brazilian standard ABNT NBR 7190:1997, establishing equivalence with the strength compression results in the same direction, must be effective to the wood species Pinus taeda L., however, the same was not found in the perpendicular direction with respect to the grain, possibly explained by the alpha(e) values in the equation to calculed fe(90)en
dc.format.extent347-352-
dc.language.isopor-
dc.publisherUniv Federal Vicosa-
dc.sourceWeb of Science-
dc.subjectEmbedment strengthen
dc.subjectConnectionsen
dc.subjectTimber structuresen
dc.titleComparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L.pt
dc.title.alternativeComparison between experimental tests and calculed values for the embedment strength of pinus taeda l. wooden
dc.typeoutro-
dc.contributor.institutionPontifícia Universidade Católica de Minas Gerais (PUC-Minas)-
dc.contributor.institutionUniversidade de São Paulo (USP)-
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationPontificia Univ Catolica Minas Gerais, Dept Civil Engn, PUC Minas, Belo Horizonte, MG, Brazil-
dc.description.affiliationUniv Sao Paulo, Programa Posgrad Engn Mat, BR-05508 Sao Paulo, Brazil-
dc.description.affiliationUniv Fed Sao Carlos, Dept Civil Engn, UFSCAR, BR-13560 Sao Carlos, SP, Brazil-
dc.description.affiliationUniv Sao Paulo, Escola Engn Sao Carlos, Dept Engn Estruturas, Lab Madeiras & Estruturas Madeira, BR-05508 Sao Paulo, Brazil-
dc.description.affiliationUniv Estadual Paulista, Fac Engn Ind Madeireira, UNESP, Sao Paulo, Brazil-
dc.description.affiliationUnespUniv Estadual Paulista, Fac Engn Ind Madeireira, UNESP, Sao Paulo, Brazil-
dc.identifier.wosWOS:000338018700015-
dc.rights.accessRightsAcesso aberto-
dc.identifier.fileS0100-67622014000200015.pdf-
dc.relation.ispartofRevista Árvore-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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