Physical and mechanical properties of Chrysophyllum marginatum wood

Detalhes bibliográficos
Autor(a) principal: Albarello de Cezaro, Jussan
Data de Publicação: 2023
Outros Autores: Trevisan, Rômulo, Balbinot, Rafaelo
Tipo de documento: Artigo
Idioma: por
Título da fonte: Pesquisa Florestal Brasileira (Online)
Texto Completo: https://pfb.cnpf.embrapa.br/pfb/index.php/pfb/article/view/884
Resumo: This study aimed to evaluate the physical and mechanical properties of the wood of Chrysophyllum marginatum (Hook. And Arn.) Radlk. We used three trees with 20.3 ± 6 cm of diameter. It was determined by regression analysis the variation bottom-up of shrinkage, anisotropic coefficient, saturate moisture content and basic density. To characterize the static bending in the first log, in saturate and air dried conditions, it was performed variance analysis using Tukey›s test. It was observed a decrease in radial and tangential contractions and basic density on bottom-up direction. Saturate moisture content increased, considering the same direction. Anisotropic coefficient presented increase tendency up to 1.30 m height followed by stabilization from that position to the top. It was observed decreasing tendency of longitudinal contraction to approximately 40% of total height, followed by increasing up to the insertion of the first living branch. Mean anisotropic coefficient and basic density were 2.3kg m-³ and 594 kg m-³, respectively. Air dry condition showed greater static bending resistance than when saturate. Values of rupture and elasticity modulus were similar to those found in studies with Eucalyptus saligna and Carya illinoinensis.
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spelling Physical and mechanical properties of Chrysophyllum marginatum woodPropriedades físico-mecânicas da madeira de Chrysophyllum marginatumShrinkageAnisotropic coefficientStatic bendingRetratibilidadeCoeficiente anisotrópicoFlexão estáticaThis study aimed to evaluate the physical and mechanical properties of the wood of Chrysophyllum marginatum (Hook. And Arn.) Radlk. We used three trees with 20.3 ± 6 cm of diameter. It was determined by regression analysis the variation bottom-up of shrinkage, anisotropic coefficient, saturate moisture content and basic density. To characterize the static bending in the first log, in saturate and air dried conditions, it was performed variance analysis using Tukey›s test. It was observed a decrease in radial and tangential contractions and basic density on bottom-up direction. Saturate moisture content increased, considering the same direction. Anisotropic coefficient presented increase tendency up to 1.30 m height followed by stabilization from that position to the top. It was observed decreasing tendency of longitudinal contraction to approximately 40% of total height, followed by increasing up to the insertion of the first living branch. Mean anisotropic coefficient and basic density were 2.3kg m-³ and 594 kg m-³, respectively. Air dry condition showed greater static bending resistance than when saturate. Values of rupture and elasticity modulus were similar to those found in studies with Eucalyptus saligna and Carya illinoinensis.Esse estudo objetivou avaliar as propriedades físico-mecânicas da madeira de Chrysophyllum marginatum (Hook. e Arn.) Radlk. Foram utilizadas três árvores com 20,3 ± 6 cm de diâmetro. Por regressão, determinou-se a variação no sentido base-topo de retratibilidade, coeficiente anisotrópico, teor de umidade saturado e massa específica básica. Para caracterizar a flexão estática na primeira tora, nas condições úmida e seca ao ar, foi realizada análise de variância pelo teste de Tukey. Observou-se decréscimo das contrações radial e tangencial e da massa específica básica da madeira no sentido base-topo, inversamente ao teor de umidade saturado, que apresentou uma variação crescente. Na análise do coeficiente anisotrópico, verificou-se uma tendência de acréscimo até 1,30 m de altura, seguido de estabilização a partir dessa posição até o topo. A contração longitudinal apresentou tendência de decréscimo até, aproximadamente, 40% de altura, seguido de acréscimo até a altura de inserção do primeiro galho vivo. As médias do coeficiente anisotrópico e da massa específica básica foram 2,3 kg m-3 e 594 kg m-3, respectivamente. A condição de umidade seca ao ar apresentou maior resistência à flexão estática do que quando saturada e os valores dos módulos de elasticidade e de ruptura foram semelhantes aos encontrados em estudos de Eucalyptus saligna e Carya illinoinensis.Embrapa Florestas2023-03-16info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://pfb.cnpf.embrapa.br/pfb/index.php/pfb/article/view/88410.4336/2016.pfb.36.86.884Pesquisa Florestal Brasileira; v. 36 n. 86 (2016): abr./jun.; 135-143Pesquisa Florestal Brasileira; Vol. 36 No. 86 (2016): abr./jun.; 135-1431983-26051809-3647reponame:Pesquisa Florestal Brasileira (Online)instname:Empresa Brasileira de Pesquisa Agropecuária (Embrapa)instacron:EMBRAPAporhttps://pfb.cnpf.embrapa.br/pfb/index.php/pfb/article/view/884/484Copyright (c) 2016 Jussan Albarello de Cezaro, Rômulo Trevisan, Rafaelo Balbinothttps://creativecommons.org/licenses/by-nc-nd/4.0info:eu-repo/semantics/openAccessAlbarello de Cezaro, JussanTrevisan, RômuloBalbinot, Rafaelo2023-03-16T12:50:18Zoai:pfb.cnpf.embrapa.br/pfb:article/884Revistahttps://pfb.cnpf.embrapa.br/pfb/index.php/pfb/PUBhttps://pfb.cnpf.embrapa.br/pfb/index.php/pfb/oaipfb@embrapa.br || revista.pfb@gmail.com || patricia.mattos@embrapa.br1983-26051809-3647opendoar:2023-03-16T12:50:18Pesquisa Florestal Brasileira (Online) - Empresa Brasileira de Pesquisa Agropecuária (Embrapa)false
dc.title.none.fl_str_mv Physical and mechanical properties of Chrysophyllum marginatum wood
Propriedades físico-mecânicas da madeira de Chrysophyllum marginatum
title Physical and mechanical properties of Chrysophyllum marginatum wood
spellingShingle Physical and mechanical properties of Chrysophyllum marginatum wood
Albarello de Cezaro, Jussan
Shrinkage
Anisotropic coefficient
Static bending
Retratibilidade
Coeficiente anisotrópico
Flexão estática
title_short Physical and mechanical properties of Chrysophyllum marginatum wood
title_full Physical and mechanical properties of Chrysophyllum marginatum wood
title_fullStr Physical and mechanical properties of Chrysophyllum marginatum wood
title_full_unstemmed Physical and mechanical properties of Chrysophyllum marginatum wood
title_sort Physical and mechanical properties of Chrysophyllum marginatum wood
author Albarello de Cezaro, Jussan
author_facet Albarello de Cezaro, Jussan
Trevisan, Rômulo
Balbinot, Rafaelo
author_role author
author2 Trevisan, Rômulo
Balbinot, Rafaelo
author2_role author
author
dc.contributor.author.fl_str_mv Albarello de Cezaro, Jussan
Trevisan, Rômulo
Balbinot, Rafaelo
dc.subject.por.fl_str_mv Shrinkage
Anisotropic coefficient
Static bending
Retratibilidade
Coeficiente anisotrópico
Flexão estática
topic Shrinkage
Anisotropic coefficient
Static bending
Retratibilidade
Coeficiente anisotrópico
Flexão estática
description This study aimed to evaluate the physical and mechanical properties of the wood of Chrysophyllum marginatum (Hook. And Arn.) Radlk. We used three trees with 20.3 ± 6 cm of diameter. It was determined by regression analysis the variation bottom-up of shrinkage, anisotropic coefficient, saturate moisture content and basic density. To characterize the static bending in the first log, in saturate and air dried conditions, it was performed variance analysis using Tukey›s test. It was observed a decrease in radial and tangential contractions and basic density on bottom-up direction. Saturate moisture content increased, considering the same direction. Anisotropic coefficient presented increase tendency up to 1.30 m height followed by stabilization from that position to the top. It was observed decreasing tendency of longitudinal contraction to approximately 40% of total height, followed by increasing up to the insertion of the first living branch. Mean anisotropic coefficient and basic density were 2.3kg m-³ and 594 kg m-³, respectively. Air dry condition showed greater static bending resistance than when saturate. Values of rupture and elasticity modulus were similar to those found in studies with Eucalyptus saligna and Carya illinoinensis.
publishDate 2023
dc.date.none.fl_str_mv 2023-03-16
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://pfb.cnpf.embrapa.br/pfb/index.php/pfb/article/view/884
10.4336/2016.pfb.36.86.884
url https://pfb.cnpf.embrapa.br/pfb/index.php/pfb/article/view/884
identifier_str_mv 10.4336/2016.pfb.36.86.884
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://pfb.cnpf.embrapa.br/pfb/index.php/pfb/article/view/884/484
dc.rights.driver.fl_str_mv Copyright (c) 2016 Jussan Albarello de Cezaro, Rômulo Trevisan, Rafaelo Balbinot
https://creativecommons.org/licenses/by-nc-nd/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2016 Jussan Albarello de Cezaro, Rômulo Trevisan, Rafaelo Balbinot
https://creativecommons.org/licenses/by-nc-nd/4.0
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Embrapa Florestas
publisher.none.fl_str_mv Embrapa Florestas
dc.source.none.fl_str_mv Pesquisa Florestal Brasileira; v. 36 n. 86 (2016): abr./jun.; 135-143
Pesquisa Florestal Brasileira; Vol. 36 No. 86 (2016): abr./jun.; 135-143
1983-2605
1809-3647
reponame:Pesquisa Florestal Brasileira (Online)
instname:Empresa Brasileira de Pesquisa Agropecuária (Embrapa)
instacron:EMBRAPA
instname_str Empresa Brasileira de Pesquisa Agropecuária (Embrapa)
instacron_str EMBRAPA
institution EMBRAPA
reponame_str Pesquisa Florestal Brasileira (Online)
collection Pesquisa Florestal Brasileira (Online)
repository.name.fl_str_mv Pesquisa Florestal Brasileira (Online) - Empresa Brasileira de Pesquisa Agropecuária (Embrapa)
repository.mail.fl_str_mv pfb@embrapa.br || revista.pfb@gmail.com || patricia.mattos@embrapa.br
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