Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L.
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , , , , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1590/S0100-67622014000200015 http://hdl.handle.net/11449/113225 |
Resumo: | To 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) |
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Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L.Comparison between experimental tests and calculed values for the embedment strength of pinus taeda l. woodEmbedment strengthConnectionsTimber structuresTo 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)Pontificia Univ Catolica Minas Gerais, Dept Civil Engn, PUC Minas, Belo Horizonte, MG, BrazilUniv Sao Paulo, Programa Posgrad Engn Mat, BR-05508 Sao Paulo, BrazilUniv Fed Sao Carlos, Dept Civil Engn, UFSCAR, BR-13560 Sao Carlos, SP, BrazilUniv Sao Paulo, Escola Engn Sao Carlos, Dept Engn Estruturas, Lab Madeiras & Estruturas Madeira, BR-05508 Sao Paulo, BrazilUniv Estadual Paulista, Fac Engn Ind Madeireira, UNESP, Sao Paulo, BrazilUniv Estadual Paulista, Fac Engn Ind Madeireira, UNESP, Sao Paulo, BrazilUniv Federal VicosaPontifícia Universidade Católica de Minas Gerais (PUC-Minas)Universidade de São Paulo (USP)Universidade Federal de São Carlos (UFSCar)Universidade Estadual Paulista (Unesp)Almeida, Diego Henrique deFerro, Fabiane SallesVaranda, Luciano DonizetiChristoforo, Andre LuisRocco Lahr, Francisco AntonioMolina, Julio Cesar [UNESP]Calil Junior, Carlito2014-12-03T13:11:31Z2014-12-03T13:11:31Z2014-03-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article347-352application/pdfhttp://dx.doi.org/10.1590/S0100-67622014000200015Revista Arvore. Vicosa: Univ Federal Vicosa, v. 38, n. 2, p. 347-352, 2014.0100-6762http://hdl.handle.net/11449/113225S0100-67622014000200015WOS:000338018700015S0100-67622014000200015.pdfWeb of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporRevista Árvore0.3920,458info:eu-repo/semantics/openAccess2023-11-08T06:07:38Zoai:repositorio.unesp.br:11449/113225Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:08:11.333350Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. Comparison between experimental tests and calculed values for the embedment strength of pinus taeda l. wood |
title |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. |
spellingShingle |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. Almeida, Diego Henrique de Embedment strength Connections Timber structures |
title_short |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. |
title_full |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. |
title_fullStr |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. |
title_full_unstemmed |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. |
title_sort |
Comparação entre valores de ensaios experimentais e calculados da resistência ao embutimento da madeira de Pinus taeda L. |
author |
Almeida, Diego Henrique de |
author_facet |
Almeida, Diego Henrique de Ferro, Fabiane Salles Varanda, Luciano Donizeti Christoforo, Andre Luis Rocco Lahr, Francisco Antonio Molina, Julio Cesar [UNESP] Calil Junior, Carlito |
author_role |
author |
author2 |
Ferro, Fabiane Salles Varanda, Luciano Donizeti Christoforo, Andre Luis Rocco Lahr, Francisco Antonio Molina, Julio Cesar [UNESP] Calil Junior, Carlito |
author2_role |
author author author author author author |
dc.contributor.none.fl_str_mv |
Pontifícia Universidade Católica de Minas Gerais (PUC-Minas) Universidade de São Paulo (USP) Universidade Federal de São Carlos (UFSCar) Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Almeida, Diego Henrique de Ferro, Fabiane Salles Varanda, Luciano Donizeti Christoforo, Andre Luis Rocco Lahr, Francisco Antonio Molina, Julio Cesar [UNESP] Calil Junior, Carlito |
dc.subject.por.fl_str_mv |
Embedment strength Connections Timber structures |
topic |
Embedment strength Connections Timber structures |
description |
To 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) |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014-12-03T13:11:31Z 2014-12-03T13:11:31Z 2014-03-01 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://dx.doi.org/10.1590/S0100-67622014000200015 Revista Arvore. Vicosa: Univ Federal Vicosa, v. 38, n. 2, p. 347-352, 2014. 0100-6762 http://hdl.handle.net/11449/113225 S0100-67622014000200015 WOS:000338018700015 S0100-67622014000200015.pdf |
url |
http://dx.doi.org/10.1590/S0100-67622014000200015 http://hdl.handle.net/11449/113225 |
identifier_str_mv |
Revista Arvore. Vicosa: Univ Federal Vicosa, v. 38, n. 2, p. 347-352, 2014. 0100-6762 S0100-67622014000200015 WOS:000338018700015 S0100-67622014000200015.pdf |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
Revista Árvore 0.392 0,458 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
347-352 application/pdf |
dc.publisher.none.fl_str_mv |
Univ Federal Vicosa |
publisher.none.fl_str_mv |
Univ Federal Vicosa |
dc.source.none.fl_str_mv |
Web of Science reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
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1808128759307436032 |