SIXTEEN PROPERTIES OF Eucalyptus tereticornis WOOD FOR STRUCTURAL USES

dc.contributor.authorJesus Albuquerque Nogueira, Marta Cristina de
dc.contributor.authorAraujo, Victor Almeida de
dc.contributor.authorVasconcelos, Juliano Souza [UNESP]
dc.contributor.authorChristoforo, Andre Luis
dc.contributor.authorRocco Lahr, Francisco Antonio
dc.contributor.institutionUniversidade Federal de Mato Grosso do Sul (UFMS)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)
dc.date.accessioned2020-12-10T19:52:04Z
dc.date.available2020-12-10T19:52:04Z
dc.date.issued2020-03-01
dc.description.abstractForest Red Gum eucalypt provides a versatile wood and is converted into different purposes. However, such wood is somewhat limited in structural ends, which highlights the need to exploit this gap through diffusion of mechanical properties of such timber. This study aimed to evaluate the effect of moisture content reduction, from 30 to 12%, in physical and mechanical properties of Eucalyptus tereticornis, using Brazilian and American documents, to reinforce the structural potential wood and assisting engineers and architects in decision-making for its best building application. We evaluated two physical and fourteen mechanical properties of Eucalyptus tereticornis at two different moisture contents, following the prescriptions of Brazilian (ABNT NBR 7190: 1997) and North American (ASTM D-143-14: 2014) standards. Thus, 1091 repeats were carried out for all properties. By a moisture reduction, the bulk density and eleven strength properties statistically showed changes such as modulus of rupture (static bending, parallel and perpendicular compressions), modulus of elasticity (perpendicular compression and static bending), shear stress, tangential cleavage, and parallel and perpendicular hardnesses. Then, the Eucalyptus tereticornis timber could be better usable if is further applied for structural construction uses.en
dc.description.affiliationUniv Fed Mato Grosso, Architecture & Urbanism Dept, Cuiaba, MT, Brazil
dc.description.affiliationUniv Sao Paulo, Forest Sci Dept, Piracicaba, SP, Brazil
dc.description.affiliationSao Paulo State Univ, Rural Engn Dept, Botucatu, SP, Brazil
dc.description.affiliationUniv Fed Sao Carlos, Civil Engn Dept, Sao Carlos, SP, Brazil
dc.description.affiliationUniv Sao Paulo, Struct Engn Dept, Sao Carlos, SP, Brazil
dc.description.affiliationUnespSao Paulo State Univ, Rural Engn Dept, Botucatu, SP, Brazil
dc.format.extent449-457
dc.identifierhttp://dx.doi.org/10.14393/BJ-v36n2a2020-45169
dc.identifier.citationBioscience Journal. Uberlandia: Univ Federal Uberlandia, v. 36, n. 2, p. 449-457, 2020.
dc.identifier.doi10.14393/BJ-v36n2a2020-45169
dc.identifier.issn1981-3163
dc.identifier.urihttp://hdl.handle.net/11449/196660
dc.identifier.wosWOS:000518788700015
dc.language.isoeng
dc.publisherUniv Federal Uberlandia
dc.relation.ispartofBioscience Journal
dc.sourceWeb of Science
dc.subjectEucalypt
dc.subjectTimber
dc.subjectMoisture content
dc.subjectDensity
dc.subjectStrength
dc.titleSIXTEEN PROPERTIES OF Eucalyptus tereticornis WOOD FOR STRUCTURAL USESen
dc.typeArtigo
dcterms.rightsHolderUniv Federal Uberlandia
unesp.author.orcid0000-0002-3305-0384[3]
unesp.departmentEngenharia Rural - FCApt

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