Physical and mechanical properties of Eucalyptus saligna wood for timber structures
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1590/s1678-86212019000200319 http://hdl.handle.net/11449/183786 |
Resumo: | Abstract Due to its great availability in planted forests in Brazil, Eucalyptus saligna appears as a good species to be exploited, in order to assist in the consumption of wood for construction purposes. The aim of this research was to determine the physical and mechanical properties of Eucalyptus saligna wood species for its use in civil construction. The evaluation was based on 16 physical and mechanical properties obtained according to NBR 7190 (1997) standard. Two values of moisture content were considered: 30% (above the fiber saturation point) and 12% (equilibrium moisture content) according to NBR 7190 (1997). All obtained results obtained were statistically analyzed according to the t-test at the 5% level of significance. In addition, the characteristic strength properties were also determined, for batch classification in the strength classes recommended by the Brazilian standard. Eucalyptus saligna had an apparent density of 0.58 g/cm3 and a basic density of 0.73 g/cm3. The mechanical properties, presented fc0 and fc0,k equal to 46.80 and 32 MPa, respectively. The results indicated that Eucalyptus saligna wood can be used in the construction of timber structures as structural member |
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Physical and mechanical properties of Eucalyptus saligna wood for timber structuresPropriedades físicas e mecânicas da madeira de Eucalyptus saligna para estruturas de madeiraEucalyptStrenghtStiffnessTimber structuresEucaliptoResistênciaRigidezEstruturas de madeiraAbstract Due to its great availability in planted forests in Brazil, Eucalyptus saligna appears as a good species to be exploited, in order to assist in the consumption of wood for construction purposes. The aim of this research was to determine the physical and mechanical properties of Eucalyptus saligna wood species for its use in civil construction. The evaluation was based on 16 physical and mechanical properties obtained according to NBR 7190 (1997) standard. Two values of moisture content were considered: 30% (above the fiber saturation point) and 12% (equilibrium moisture content) according to NBR 7190 (1997). All obtained results obtained were statistically analyzed according to the t-test at the 5% level of significance. In addition, the characteristic strength properties were also determined, for batch classification in the strength classes recommended by the Brazilian standard. Eucalyptus saligna had an apparent density of 0.58 g/cm3 and a basic density of 0.73 g/cm3. The mechanical properties, presented fc0 and fc0,k equal to 46.80 and 32 MPa, respectively. The results indicated that Eucalyptus saligna wood can be used in the construction of timber structures as structural memberResumo A fim de auxiliar no consumo de madeira pela construção civil, o Eucalyptus saligna surge como uma boa oportunidade a ser explorada, devido à sua grande disponibilidade em florestas plantadas no Brasil. O objetivo dessa pesquisa foi determinar as principais propriedades físicas e mecânicas da madeira de Eucalyptus saligna para sua utilização na construção civil. Esta avaliação baseou-se em 16 propriedades físicas e mecânicas obtidas de acordo com a norma NBR 7190 (1997). Dois valores de teor de umidade foram considerados: 30% (acima do ponto de saturação das fibras) e 12% (teor de umidade de equilíbrio) de acordo com a NBR 7190 (1997). Todos os resultados obtidos foram analisados estatisticamente de acordo com o teste t ao nível de 5% de significância. Além disso, também foram determinadas as resistências características para classificação do lote nas classes de resistência recomendadas pela norma. O Eucalyptus saligna apresentou densidade aparente igual a 0,58 g/cm3 e densidade básica igual a 0,73 g/cm3. Em relação às propriedades mecânicas, apresentou fc0 e fc0,k iguais a 46,80 e 32 MPa, respectivamente. De acordo com os resultados, foi possível concluir que o Eucalyptus saligna pode ser utilizado na construção de estruturas de madeira como elemento estrutural.Universidade Federal do Mato GrossoUniversidade Federal de RondôniaUniversidade de São PauloUniversidade Estadual PaulistaUniversidade Federal de São CarlosUniversidade Estadual PaulistaAssociação Nacional de Tecnologia do Ambiente Construído - ANTACUniversidade Federal do Mato GrossoUniversidade Federal de RondôniaUniversidade de São Paulo (USP)Universidade Estadual Paulista (Unesp)Universidade Federal de São CarlosNogueira, Marta Cristina De Jesus AlbuquerqueAlmeida, Diego Henrique DeAraujo, Victor Almeida DeVasconcelos, Juliano SouzaChristoforo, André LuisAlmeida, Tiago Hendrigo DeLahr, Francisco Antonio Rocco2019-10-03T17:31:38Z2019-10-03T17:31:38Z2019-04-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article233-239application/pdfhttp://dx.doi.org/10.1590/s1678-86212019000200319Ambiente Construído. Associação Nacional de Tecnologia do Ambiente Construído - ANTAC, v. 19, n. 2, p. 233-239, 2019.1678-8621http://hdl.handle.net/11449/18378610.1590/s1678-86212019000200319S1678-86212019000200233S1678-86212019000200233.pdfSciELOreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengAmbiente Construídoinfo:eu-repo/semantics/openAccess2023-11-06T06:09:40Zoai:repositorio.unesp.br:11449/183786Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:01:33.680115Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures Propriedades físicas e mecânicas da madeira de Eucalyptus saligna para estruturas de madeira |
title |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures |
spellingShingle |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures Nogueira, Marta Cristina De Jesus Albuquerque Eucalypt Strenght Stiffness Timber structures Eucalipto Resistência Rigidez Estruturas de madeira |
title_short |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures |
title_full |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures |
title_fullStr |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures |
title_full_unstemmed |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures |
title_sort |
Physical and mechanical properties of Eucalyptus saligna wood for timber structures |
author |
Nogueira, Marta Cristina De Jesus Albuquerque |
author_facet |
Nogueira, Marta Cristina De Jesus Albuquerque Almeida, Diego Henrique De Araujo, Victor Almeida De Vasconcelos, Juliano Souza Christoforo, André Luis Almeida, Tiago Hendrigo De Lahr, Francisco Antonio Rocco |
author_role |
author |
author2 |
Almeida, Diego Henrique De Araujo, Victor Almeida De Vasconcelos, Juliano Souza Christoforo, André Luis Almeida, Tiago Hendrigo De Lahr, Francisco Antonio Rocco |
author2_role |
author author author author author author |
dc.contributor.none.fl_str_mv |
Universidade Federal do Mato Grosso Universidade Federal de Rondônia Universidade de São Paulo (USP) Universidade Estadual Paulista (Unesp) Universidade Federal de São Carlos |
dc.contributor.author.fl_str_mv |
Nogueira, Marta Cristina De Jesus Albuquerque Almeida, Diego Henrique De Araujo, Victor Almeida De Vasconcelos, Juliano Souza Christoforo, André Luis Almeida, Tiago Hendrigo De Lahr, Francisco Antonio Rocco |
dc.subject.por.fl_str_mv |
Eucalypt Strenght Stiffness Timber structures Eucalipto Resistência Rigidez Estruturas de madeira |
topic |
Eucalypt Strenght Stiffness Timber structures Eucalipto Resistência Rigidez Estruturas de madeira |
description |
Abstract Due to its great availability in planted forests in Brazil, Eucalyptus saligna appears as a good species to be exploited, in order to assist in the consumption of wood for construction purposes. The aim of this research was to determine the physical and mechanical properties of Eucalyptus saligna wood species for its use in civil construction. The evaluation was based on 16 physical and mechanical properties obtained according to NBR 7190 (1997) standard. Two values of moisture content were considered: 30% (above the fiber saturation point) and 12% (equilibrium moisture content) according to NBR 7190 (1997). All obtained results obtained were statistically analyzed according to the t-test at the 5% level of significance. In addition, the characteristic strength properties were also determined, for batch classification in the strength classes recommended by the Brazilian standard. Eucalyptus saligna had an apparent density of 0.58 g/cm3 and a basic density of 0.73 g/cm3. The mechanical properties, presented fc0 and fc0,k equal to 46.80 and 32 MPa, respectively. The results indicated that Eucalyptus saligna wood can be used in the construction of timber structures as structural member |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-10-03T17:31:38Z 2019-10-03T17:31:38Z 2019-04-01 |
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 |
http://dx.doi.org/10.1590/s1678-86212019000200319 Ambiente Construído. Associação Nacional de Tecnologia do Ambiente Construído - ANTAC, v. 19, n. 2, p. 233-239, 2019. 1678-8621 http://hdl.handle.net/11449/183786 10.1590/s1678-86212019000200319 S1678-86212019000200233 S1678-86212019000200233.pdf |
url |
http://dx.doi.org/10.1590/s1678-86212019000200319 http://hdl.handle.net/11449/183786 |
identifier_str_mv |
Ambiente Construído. Associação Nacional de Tecnologia do Ambiente Construído - ANTAC, v. 19, n. 2, p. 233-239, 2019. 1678-8621 10.1590/s1678-86212019000200319 S1678-86212019000200233 S1678-86212019000200233.pdf |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Ambiente Construído |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
233-239 application/pdf |
dc.publisher.none.fl_str_mv |
Associação Nacional de Tecnologia do Ambiente Construído - ANTAC |
publisher.none.fl_str_mv |
Associação Nacional de Tecnologia do Ambiente Construído - ANTAC |
dc.source.none.fl_str_mv |
SciELO reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
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1808128740732960768 |