Physical and mechanical properties of Eucalyptus saligna wood for timber structures

Detalhes bibliográficos
Autor(a) principal: Nogueira, Marta Cristina De Jesus Albuquerque
Data de Publicação: 2019
Outros Autores: Almeida, Diego Henrique De, Araujo, Victor Almeida De, Vasconcelos, Juliano Souza, Christoforo, André Luis, Almeida, Tiago Hendrigo De, Lahr, Francisco Antonio Rocco
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
id UNSP_f5ef2392826a1bbbc89e59efc188cdae
oai_identifier_str oai:repositorio.unesp.br:11449/183786
network_acronym_str UNSP
network_name_str Repositório Institucional da UNESP
repository_id_str 2946
spelling 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:29462023-11-06T06:09:40Repositório 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
_version_ 1799964837704368128