Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study

Detalhes bibliográficos
Autor(a) principal: Maia,Bruna Bernardi
Data de Publicação: 2021
Outros Autores: Miotto,José Luiz, Góes,Jorge Luís Nunes de
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Matéria (Rio de Janeiro. Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000300355
Resumo: ABSTRACT The purpose of this paper is to experimentally evaluate the embedding strength of dowel-type fasteners in Cross-Laminated Timber (CLT), observing the effect of lamellae orientation and the dowel diameters. Thereby, CLT specimens – with three layers of lamellae – and solid timber specimens were produced and tested under loads at 0º and 90º with the direction of the grain, considering five dowel diameters. The results showed that CLT embedding strength depends on the dowel diameter in the two investigated directions. The CLT embedding strength parallel to the grain was up to 8% lower than those for solid timber in the same direction, and up to 26% higher than the solid timber strength in the perpendicular direction. The analysis of variance (ANOVA) showed no significant difference between the mean values of the CLT and solid timber embedding strengths, except for the embedding strength perpendicular to the grain found for 16 mm dowel diameter. When comparing the results obtained experimentally with those determined analytically, the equation proposed by KENNEDYet al.(2014) led to a better agreement, for both the loads applied at 0º and 90º to the grain direction.
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spelling Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental studyCross-laminated TimberDowelled connectionsEmbedment strengthHalf-hole embedment testsDesign approachesABSTRACT The purpose of this paper is to experimentally evaluate the embedding strength of dowel-type fasteners in Cross-Laminated Timber (CLT), observing the effect of lamellae orientation and the dowel diameters. Thereby, CLT specimens – with three layers of lamellae – and solid timber specimens were produced and tested under loads at 0º and 90º with the direction of the grain, considering five dowel diameters. The results showed that CLT embedding strength depends on the dowel diameter in the two investigated directions. The CLT embedding strength parallel to the grain was up to 8% lower than those for solid timber in the same direction, and up to 26% higher than the solid timber strength in the perpendicular direction. The analysis of variance (ANOVA) showed no significant difference between the mean values of the CLT and solid timber embedding strengths, except for the embedding strength perpendicular to the grain found for 16 mm dowel diameter. When comparing the results obtained experimentally with those determined analytically, the equation proposed by KENNEDYet al.(2014) led to a better agreement, for both the loads applied at 0º and 90º to the grain direction.Laboratório de Hidrogênio, Coppe - Universidade Federal do Rio de Janeiroem cooperação com a Associação Brasileira do Hidrogênio, ABH22021-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000300355Matéria (Rio de Janeiro) v.26 n.3 2021reponame:Matéria (Rio de Janeiro. Online)instname:Matéria (Rio de Janeiro. Online)instacron:RLAM10.1590/s1517-707620210003.13054info:eu-repo/semantics/openAccessMaia,Bruna BernardiMiotto,José LuizGóes,Jorge Luís Nunes deeng2021-11-18T00:00:00Zoai:scielo:S1517-70762021000300355Revistahttp://www.materia.coppe.ufrj.br/https://old.scielo.br/oai/scielo-oai.php||materia@labh2.coppe.ufrj.br1517-70761517-7076opendoar:2021-11-18T00:00Matéria (Rio de Janeiro. Online) - Matéria (Rio de Janeiro. Online)false
dc.title.none.fl_str_mv Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
title Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
spellingShingle Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
Maia,Bruna Bernardi
Cross-laminated Timber
Dowelled connections
Embedment strength
Half-hole embedment tests
Design approaches
title_short Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
title_full Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
title_fullStr Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
title_full_unstemmed Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
title_sort Embedding strength of fully-threaded dowel-type fasteners in cross-laminated timber: an experimental study
author Maia,Bruna Bernardi
author_facet Maia,Bruna Bernardi
Miotto,José Luiz
Góes,Jorge Luís Nunes de
author_role author
author2 Miotto,José Luiz
Góes,Jorge Luís Nunes de
author2_role author
author
dc.contributor.author.fl_str_mv Maia,Bruna Bernardi
Miotto,José Luiz
Góes,Jorge Luís Nunes de
dc.subject.por.fl_str_mv Cross-laminated Timber
Dowelled connections
Embedment strength
Half-hole embedment tests
Design approaches
topic Cross-laminated Timber
Dowelled connections
Embedment strength
Half-hole embedment tests
Design approaches
description ABSTRACT The purpose of this paper is to experimentally evaluate the embedding strength of dowel-type fasteners in Cross-Laminated Timber (CLT), observing the effect of lamellae orientation and the dowel diameters. Thereby, CLT specimens – with three layers of lamellae – and solid timber specimens were produced and tested under loads at 0º and 90º with the direction of the grain, considering five dowel diameters. The results showed that CLT embedding strength depends on the dowel diameter in the two investigated directions. The CLT embedding strength parallel to the grain was up to 8% lower than those for solid timber in the same direction, and up to 26% higher than the solid timber strength in the perpendicular direction. The analysis of variance (ANOVA) showed no significant difference between the mean values of the CLT and solid timber embedding strengths, except for the embedding strength perpendicular to the grain found for 16 mm dowel diameter. When comparing the results obtained experimentally with those determined analytically, the equation proposed by KENNEDYet al.(2014) led to a better agreement, for both the loads applied at 0º and 90º to the grain direction.
publishDate 2021
dc.date.none.fl_str_mv 2021-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000300355
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1517-70762021000300355
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1517-707620210003.13054
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Laboratório de Hidrogênio, Coppe - Universidade Federal do Rio de Janeiro
em cooperação com a Associação Brasileira do Hidrogênio, ABH2
publisher.none.fl_str_mv Laboratório de Hidrogênio, Coppe - Universidade Federal do Rio de Janeiro
em cooperação com a Associação Brasileira do Hidrogênio, ABH2
dc.source.none.fl_str_mv Matéria (Rio de Janeiro) v.26 n.3 2021
reponame:Matéria (Rio de Janeiro. Online)
instname:Matéria (Rio de Janeiro. Online)
instacron:RLAM
instname_str Matéria (Rio de Janeiro. Online)
instacron_str RLAM
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reponame_str Matéria (Rio de Janeiro. Online)
collection Matéria (Rio de Janeiro. Online)
repository.name.fl_str_mv Matéria (Rio de Janeiro. Online) - Matéria (Rio de Janeiro. Online)
repository.mail.fl_str_mv ||materia@labh2.coppe.ufrj.br
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