Publicação

Glulam mechanical characterization

Ver documento

Detalhes bibliográficos
Resumo:The glued laminated timber (glulam) mechanical properties may be evaluated through the determination of the key mechanical properties of the lamellae that compose that element. Simple bending and tension parallel to the grain tests were performed in order to assess the strength class of three glulam elements. Regarding the bending tests, 8 samples were taken from a glulam beam and assessed. Values for the resistant bending tension and both local and global modulus of elasticity were obtained. For the tension parallel to the grain tests, a total of 120 samples were assessed. The samples were divided regarding the structural element from where they were extracted as well to the type of failure mode found in the tests. The values of the lamellae properties were then used for determination of the properties of the glulam material. The data gathered from the tests was assessed statistically and concluded that the mechanical properties of the glulam elements did not fulfill the required parameters of the normative requirements.
Autores principais:Sousa, Hélder S.
Outros Autores:Branco, Jorge M.; Lourenço, Paulo B.
Assunto:glued laminated timber strength class bending tension parallel to the grain
Ano:2013
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso aberto
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
_version_ 1866876743896268800
author Sousa, Hélder S.
author2 Branco, Jorge M.
Lourenço, Paulo B.
author2_role author
author
author_facet Sousa, Hélder S.
Branco, Jorge M.
Lourenço, Paulo B.
author_role author
contributor_name_str_mv Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Sousa, Hélder S.\"},{\"Person.name\":\"Branco, Jorge M.\"},{\"Person.name\":\"Lourenço, Paulo B.\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Sousa, Hélder S.
Branco, Jorge M.
Lourenço, Paulo B.
datacite.date.Accepted.fl_str_mv 2013-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2012-12-06T15:51:27Z
datacite.date.embargoed.fl_str_mv 2012-12-06T15:51:27Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv glued laminated timber
strength class
bending
tension parallel to the grain
datacite.titles.title.fl_str_mv Glulam mechanical characterization
dc.contributor.none.fl_str_mv Universidade do Minho
dc.creator.none.fl_str_mv Sousa, Hélder S.
Branco, Jorge M.
Lourenço, Paulo B.
dc.date.Accepted.fl_str_mv 2013-01-01T00:00:00Z
dc.date.available.fl_str_mv 2012-12-06T15:51:27Z
dc.date.embargoed.fl_str_mv 2012-12-06T15:51:27Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/21217
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Trans Tech Publications
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv glued laminated timber
strength class
bending
tension parallel to the grain
dc.title.fl_str_mv Glulam mechanical characterization
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description The glued laminated timber (glulam) mechanical properties may be evaluated through the determination of the key mechanical properties of the lamellae that compose that element. Simple bending and tension parallel to the grain tests were performed in order to assess the strength class of three glulam elements. Regarding the bending tests, 8 samples were taken from a glulam beam and assessed. Values for the resistant bending tension and both local and global modulus of elasticity were obtained. For the tension parallel to the grain tests, a total of 120 samples were assessed. The samples were divided regarding the structural element from where they were extracted as well to the type of failure mode found in the tests. The values of the lamellae properties were then used for determination of the properties of the glulam material. The data gathered from the tests was assessed statistically and concluded that the mechanical properties of the glulam elements did not fulfill the required parameters of the normative requirements.
dirty 0
eu_rights_str_mv openAccess
format conferencePaper
fulltext.url.fl_str_mv https://prod-dspace.uminho.pt/bitstreams/bfb98c0e-6006-4884-bf6c-2bbb16a92518/download
id rum_f2de2d01d46c7665a7fde2f9213efedd
identifier.url.fl_str_mv https://hdl.handle.net/1822/21217
instacron_str repositorium
institution Universidade do Minho
instname_str Universidade do Minho
language eng
network_acronym_str rum
network_name_str RepositóriUM - Universidade do Minho
oai_identifier_str oai:repositorium.uminho.pt:1822/21217
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Sousa, Hélder S.
Branco, Jorge M.
Lourenço, Paulo B.
publishDate 2013
publisher.none.fl_str_mv Trans Tech Publications
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
service_str_mv urn:repositoryAcronym:rum
spelling engTrans Tech PublicationsporThe glued laminated timber (glulam) mechanical properties may be evaluated through the determination of the key mechanical properties of the lamellae that compose that element. Simple bending and tension parallel to the grain tests were performed in order to assess the strength class of three glulam elements. Regarding the bending tests, 8 samples were taken from a glulam beam and assessed. Values for the resistant bending tension and both local and global modulus of elasticity were obtained. For the tension parallel to the grain tests, a total of 120 samples were assessed. The samples were divided regarding the structural element from where they were extracted as well to the type of failure mode found in the tests. The values of the lamellae properties were then used for determination of the properties of the glulam material. The data gathered from the tests was assessed statistically and concluded that the mechanical properties of the glulam elements did not fulfill the required parameters of the normative requirements.application/pdfporGlulam mechanical characterizationSousa, Hélder S.Branco, Jorge M.Lourenço, Paulo B.HostingInstitutionOrganizationalUniversidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISSNIsPartOf0255-5476DOIIsPartOf10.4028/www.scientific.net/MSF.730-732.9942012-12-06T15:51:27Z20132013-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/21217http://purl.org/coar/access_right/c_abf2open accessglued laminated timberstrength classbendingtension parallel to the grain632011 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://prod-dspace.uminho.pt/bitstreams/bfb98c0e-6006-4884-bf6c-2bbb16a92518/download
spellingShingle Glulam mechanical characterization
Sousa, Hélder S.
glued laminated timber
strength class
bending
tension parallel to the grain
status SINGLETON
subject.fl_str_mv glued laminated timber
strength class
bending
tension parallel to the grain
title Glulam mechanical characterization
title_full Glulam mechanical characterization
title_fullStr Glulam mechanical characterization
title_full_unstemmed Glulam mechanical characterization
title_short Glulam mechanical characterization
title_sort Glulam mechanical characterization
topic glued laminated timber
strength class
bending
tension parallel to the grain
topic_facet glued laminated timber
strength class
bending
tension parallel to the grain
url https://hdl.handle.net/1822/21217
visible 1