Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species

Detalhes bibliográficos
Autor(a) principal: Vinicius Borges de Moura Aquino
Data de Publicação: 2022
Outros Autores: Francisco Antonio Rocco Lahr, Larissa Soriani Zanini Ribeiro Soares, Heloiza Candeia Ruthes, Felipe Nascimento Arroyo, Iuri Fazolin Fraga, André Luis Christoforo, Herisson Ferreira dos Santos, Eduardo Chahud, Luiz Antônio Melgaço Nunes Branco
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFMG
Texto Completo: http://hdl.handle.net/1843/60611
https://orcid.org/0000-0003-3168-7055
Resumo: In order to analyze the influence of moisture content variation on Cedrella odorata wood specie on strength and stiffness properties, considering 12% moisture content up to fiber saturation point (FSP). Most of strength and stiffness properties analyzed were significantly influenced by moisture content according statistical analysis. ANOVA, Anderson Darling and Multiple comparison tests were used at 5% significance level. Considering that most of properties were affected by moisture content, the equations to estimate wood properties according moisture decrease are quite precise, but most of estimations were higher than experimental values at 12% moisture content, indicating the need of a standard review for such estimators, which may lead to an unsafe timber structure design.
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spelling Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood speciesMechanical propertiesFiber saturation pointEquilibrium moisture contentEngenharia civilMadeiraPropriedades mecanicasIn order to analyze the influence of moisture content variation on Cedrella odorata wood specie on strength and stiffness properties, considering 12% moisture content up to fiber saturation point (FSP). Most of strength and stiffness properties analyzed were significantly influenced by moisture content according statistical analysis. ANOVA, Anderson Darling and Multiple comparison tests were used at 5% significance level. Considering that most of properties were affected by moisture content, the equations to estimate wood properties according moisture decrease are quite precise, but most of estimations were higher than experimental values at 12% moisture content, indicating the need of a standard review for such estimators, which may lead to an unsafe timber structure design.Universidade Federal de Minas GeraisBrasilENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVILUFMG2023-11-07T20:54:04Z2023-11-07T20:54:04Z2022info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlepdfapplication/pdfdoi.org/10.37763/wr.1336-4561/67.2.2312402729-8906http://hdl.handle.net/1843/60611https://orcid.org/0000-0003-3168-7055engWood ResearchVinicius Borges de Moura AquinoFrancisco Antonio Rocco LahrLarissa Soriani Zanini Ribeiro SoaresHeloiza Candeia RuthesFelipe Nascimento ArroyoIuri Fazolin FragaAndré Luis ChristoforoHerisson Ferreira dos SantosEduardo ChahudLuiz Antônio Melgaço Nunes Brancoinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFMGinstname:Universidade Federal de Minas Gerais (UFMG)instacron:UFMG2023-11-07T20:54:05Zoai:repositorio.ufmg.br:1843/60611Repositório InstitucionalPUBhttps://repositorio.ufmg.br/oairepositorio@ufmg.bropendoar:2023-11-07T20:54:05Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)false
dc.title.none.fl_str_mv Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
title Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
spellingShingle Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
Vinicius Borges de Moura Aquino
Mechanical properties
Fiber saturation point
Equilibrium moisture content
Engenharia civil
Madeira
Propriedades mecanicas
title_short Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
title_full Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
title_fullStr Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
title_full_unstemmed Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
title_sort Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species
author Vinicius Borges de Moura Aquino
author_facet Vinicius Borges de Moura Aquino
Francisco Antonio Rocco Lahr
Larissa Soriani Zanini Ribeiro Soares
Heloiza Candeia Ruthes
Felipe Nascimento Arroyo
Iuri Fazolin Fraga
André Luis Christoforo
Herisson Ferreira dos Santos
Eduardo Chahud
Luiz Antônio Melgaço Nunes Branco
author_role author
author2 Francisco Antonio Rocco Lahr
Larissa Soriani Zanini Ribeiro Soares
Heloiza Candeia Ruthes
Felipe Nascimento Arroyo
Iuri Fazolin Fraga
André Luis Christoforo
Herisson Ferreira dos Santos
Eduardo Chahud
Luiz Antônio Melgaço Nunes Branco
author2_role author
author
author
author
author
author
author
author
author
dc.contributor.author.fl_str_mv Vinicius Borges de Moura Aquino
Francisco Antonio Rocco Lahr
Larissa Soriani Zanini Ribeiro Soares
Heloiza Candeia Ruthes
Felipe Nascimento Arroyo
Iuri Fazolin Fraga
André Luis Christoforo
Herisson Ferreira dos Santos
Eduardo Chahud
Luiz Antônio Melgaço Nunes Branco
dc.subject.por.fl_str_mv Mechanical properties
Fiber saturation point
Equilibrium moisture content
Engenharia civil
Madeira
Propriedades mecanicas
topic Mechanical properties
Fiber saturation point
Equilibrium moisture content
Engenharia civil
Madeira
Propriedades mecanicas
description In order to analyze the influence of moisture content variation on Cedrella odorata wood specie on strength and stiffness properties, considering 12% moisture content up to fiber saturation point (FSP). Most of strength and stiffness properties analyzed were significantly influenced by moisture content according statistical analysis. ANOVA, Anderson Darling and Multiple comparison tests were used at 5% significance level. Considering that most of properties were affected by moisture content, the equations to estimate wood properties according moisture decrease are quite precise, but most of estimations were higher than experimental values at 12% moisture content, indicating the need of a standard review for such estimators, which may lead to an unsafe timber structure design.
publishDate 2022
dc.date.none.fl_str_mv 2022
2023-11-07T20:54:04Z
2023-11-07T20:54:04Z
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 doi.org/10.37763/wr.1336-4561/67.2.231240
2729-8906
http://hdl.handle.net/1843/60611
https://orcid.org/0000-0003-3168-7055
identifier_str_mv doi.org/10.37763/wr.1336-4561/67.2.231240
2729-8906
url http://hdl.handle.net/1843/60611
https://orcid.org/0000-0003-3168-7055
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Wood Research
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv pdf
application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Minas Gerais
Brasil
ENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVIL
UFMG
publisher.none.fl_str_mv Universidade Federal de Minas Gerais
Brasil
ENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVIL
UFMG
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFMG
instname:Universidade Federal de Minas Gerais (UFMG)
instacron:UFMG
instname_str Universidade Federal de Minas Gerais (UFMG)
instacron_str UFMG
institution UFMG
reponame_str Repositório Institucional da UFMG
collection Repositório Institucional da UFMG
repository.name.fl_str_mv Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)
repository.mail.fl_str_mv repositorio@ufmg.br
_version_ 1823248169304064000

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