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Tensile strength of pine and ash woods – experimental and numerical study

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Resumo:Timber stmctures are a competitive solution when compared to steel and concrete stmctures, showing features and advantages that overcome their competitors: weight/strength ratio, rapid assembly, fire resistance and excellent performance in earthquake scenario, natural aesthetic attractiveness, and ecological rationality which leads to sustainable construction. The main goal of this experimental and numerical shidy was to evaluate, using tensile tests, the mechanical characteristics offrwo different wood species: Pine and Ash. For tensile test a total of twelve samples for each wood species were prepared, six of them were cut in the wood transverse to the grain, with dimensions equal to 190x50x9 mm, and the others six were cut in the wood parallel to the grain with the dimensions equal to 210x40x9 mm. A numerical simulation was also conducted in arder to assess the stress-strain behaviour of Pine and Ash woods.
Autores principais:Ferreira, Débora
Outros Autores:Fonseca, E.M.M.; Pinto, Cristiana; Borges, Paula
Assunto:Wood Tensile strength
Ano:2015
País:Portugal
Tipo de documento:documento de conferência
Tipo de acesso:acesso aberto
Instituição associada:Instituto Politécnico de Bragança
Idioma:inglês
Origem:Biblioteca Digital do IPB
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author Ferreira, Débora
author2 Fonseca, E.M.M.
Pinto, Cristiana
Borges, Paula
author2_role author
author
author
author_facet Ferreira, Débora
Fonseca, E.M.M.
Pinto, Cristiana
Borges, Paula
author_role author
contributor_name_str_mv Biblioteca Digital do IPB
country_str PT
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datacite.contributors.contributor.contributorName.fl_str_mv Biblioteca Digital do IPB
datacite.creators.creator.creatorName.fl_str_mv Ferreira, Débora
Fonseca, E.M.M.
Pinto, Cristiana
Borges, Paula
datacite.date.Accepted.fl_str_mv 2015-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2016-03-29T10:32:10Z
datacite.date.embargoed.fl_str_mv 2016-03-29T10:32:10Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Wood
Tensile strength
datacite.titles.title.fl_str_mv Tensile strength of pine and ash woods – experimental and numerical study
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.creator.none.fl_str_mv Ferreira, Débora
Fonseca, E.M.M.
Pinto, Cristiana
Borges, Paula
dc.date.Accepted.fl_str_mv 2015-01-01T00:00:00Z
dc.date.available.fl_str_mv 2016-03-29T10:32:10Z
dc.date.embargoed.fl_str_mv 2016-03-29T10:32:10Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://hdl.handle.net/10198/12822
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Edições FEUP-INEGI
dc.rights.cclincense.fl_str_mv http://creativecommons.org/licenses/by/4.0/
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Wood
Tensile strength
dc.title.fl_str_mv Tensile strength of pine and ash woods – experimental and numerical study
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_c94f
description Timber stmctures are a competitive solution when compared to steel and concrete stmctures, showing features and advantages that overcome their competitors: weight/strength ratio, rapid assembly, fire resistance and excellent performance in earthquake scenario, natural aesthetic attractiveness, and ecological rationality which leads to sustainable construction. The main goal of this experimental and numerical shidy was to evaluate, using tensile tests, the mechanical characteristics offrwo different wood species: Pine and Ash. For tensile test a total of twelve samples for each wood species were prepared, six of them were cut in the wood transverse to the grain, with dimensions equal to 190x50x9 mm, and the others six were cut in the wood parallel to the grain with the dimensions equal to 210x40x9 mm. A numerical simulation was also conducted in arder to assess the stress-strain behaviour of Pine and Ash woods.
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identifier.url.fl_str_mv http://hdl.handle.net/10198/12822
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institution Instituto Politécnico de Bragança
instname_str Instituto Politécnico de Bragança
language eng
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oai_identifier_str oai:bibliotecadigital.ipb.pt:10198/12822
organization_str_mv urn:organizationAcronym:ipb
person_str_mv Ferreira, Débora
Ferreira, Débora
https://www.ciencia-id.pt/D81C-FDAD-4D8A
D81C-FDAD-4D8A
http://orcid.org/0000-0002-5195-8265
0000-0002-5195-8265
Fonseca, E.M.M.
Fonseca, E.M.M.
https://www.ciencia-id.pt/EB17-92E5-8374
EB17-92E5-8374
http://orcid.org/0000-0003-1854-6514
0000-0003-1854-6514
Pinto, Cristiana
Borges, Paula
publishDate 2015
publisher.none.fl_str_mv Edições FEUP-INEGI
reponame_str Biblioteca Digital do IPB
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spelling engEdições FEUP-INEGIpt_PTTimber stmctures are a competitive solution when compared to steel and concrete stmctures, showing features and advantages that overcome their competitors: weight/strength ratio, rapid assembly, fire resistance and excellent performance in earthquake scenario, natural aesthetic attractiveness, and ecological rationality which leads to sustainable construction. The main goal of this experimental and numerical shidy was to evaluate, using tensile tests, the mechanical characteristics offrwo different wood species: Pine and Ash. For tensile test a total of twelve samples for each wood species were prepared, six of them were cut in the wood transverse to the grain, with dimensions equal to 190x50x9 mm, and the others six were cut in the wood parallel to the grain with the dimensions equal to 210x40x9 mm. A numerical simulation was also conducted in arder to assess the stress-strain behaviour of Pine and Ash woods.application/pdfpt_PTTensile strength of pine and ash woods – experimental and numerical studyPersonalFerreira, DéboraDSpacehttp://dspace.org/items/a4fa2eb4-17f1-46a1-ae8e-36f39ad25b39DSpacehttp://dspace.org/items/a4fa2eb4-17f1-46a1-ae8e-36f39ad25b39FerreiraDéboraCiência IDhttps://www.ciencia-id.ptD81C-FDAD-4D8AORCIDhttp://orcid.org0000-0002-5195-8265Scopus Author IDhttps://www.scopus.com35334023200PersonalFonseca, E.M.M.DSpacehttp://dspace.org/items/bff18bdf-825b-4b45-9774-4f9d94cbe33eDSpacehttp://dspace.org/items/bff18bdf-825b-4b45-9774-4f9d94cbe33eFonsecaElza M. M.Ciência IDhttps://www.ciencia-id.ptEB17-92E5-8374ORCIDhttp://orcid.org0000-0003-1854-6514Researcher IDhttps://www.researcherid.comD-4604-2011Scopus Author IDhttps://www.scopus.com7102526169Pinto, CristianaBorges, PaulaHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.ptISBNIsPartOf978-989-989-98832-3-92016-03-29T10:32:10Z20152015-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/12822http://purl.org/coar/access_right/c_abf2open accessWoodTensile strength2683012 bytesother research producthttp://purl.org/coar/resource_type/c_c94fconference object2015http://creativecommons.org/licenses/by/4.0/http://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/79b1d700-c265-4bd4-9d4d-d03903f6a7b1/download6th International Conference on Mechanics and Materials in Design M2D2015913914Azores, Portugal
spellingShingle Tensile strength of pine and ash woods – experimental and numerical study
Ferreira, Débora
Wood
Tensile strength
status SINGLETON
subject.fl_str_mv Wood
Tensile strength
title Tensile strength of pine and ash woods – experimental and numerical study
title_full Tensile strength of pine and ash woods – experimental and numerical study
title_fullStr Tensile strength of pine and ash woods – experimental and numerical study
title_full_unstemmed Tensile strength of pine and ash woods – experimental and numerical study
title_short Tensile strength of pine and ash woods – experimental and numerical study
title_sort Tensile strength of pine and ash woods – experimental and numerical study
topic Wood
Tensile strength
topic_facet Wood
Tensile strength
url http://hdl.handle.net/10198/12822
visible 1