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Wood-bamboo Particleboard: Mechanical Properties

dc.contributor.authorDe Almeida, Aliane C. [UNESP]
dc.contributor.authorDe Araujo, Victor A.
dc.contributor.authorMorales, Elen A. M. [UNESP]
dc.contributor.authorGava, Maristela [UNESP]
dc.contributor.authorMunis, Rafaele A. [UNESP]
dc.contributor.authorGarcia, Jose N.
dc.contributor.authorCortez-Barbosa, Juliana [UNESP]
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionRes Grp Dev Lignocellulos Prod LIGNO
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.date.accessioned2018-11-26T17:44:47Z
dc.date.available2018-11-26T17:44:47Z
dc.date.issued2017-01-01
dc.description.abstractMechanical characteristics were evaluated of wood-bamboo-based particleboard having the proportions of 100% wood and 0% bamboo, 75% wood and 25% bamboo, and 50% wood and 50% bamboo. This particleboard used Eucalyptus urophylla x grandis wood, Dendrocalamus asper bamboo, and castor oil-based polyurethane resin. Through destructive testing, the values of perpendicular tensile, static bending, modulus of elasticity, and screw pullout strength in the top and face surfaces were analyzed. For 0%, 25%, and 50% bamboo the values were 1.68 MPa, 1.37 MPa, and 1.4 MPa, respectively, for perpendicular tensile; 15.2 MPa, 17.6 MPa, and 18.5 MPa, respectively, for static bending; 2466 MPa, 2694 MPa, and 2922 MPa, respectively, for modulus of elasticity; 1256 MPa, 1922 MPa, and 1362 MPa, respectively, for screw pullout strength in top; and 1392 MPa, 1342 MPa, and 1414 MPa, respectively, for screw pullout strength in face. These results were superior to those presented by ABNT NBR 14810 (2013) and ANSI 208.1 (1999). After performing a Tukey test at 5%, the values for each treatment did not show a significant difference among them.en
dc.description.affiliationSao Paulo State Univ, Wood Ind Engn Course, Rua Geraldo Alckmin 519, Itapeva, SP, Brazil
dc.description.affiliationRes Grp Dev Lignocellulos Prod LIGNO, Rua Geraldo Alckmin 519, Itapeva, SP, Brazil
dc.description.affiliationUniv Sao Paulo, Sch Agr Luiz de Queiroz, Dept Forest Sci, Ave Padua Dias 11, Piracicaba, SP, Brazil
dc.description.affiliationUnespSao Paulo State Univ, Wood Ind Engn Course, Rua Geraldo Alckmin 519, Itapeva, SP, Brazil
dc.description.sponsorshipSao Paulo State University Julio de Mesquita Filho (UNESP), Campus of Itapeva
dc.format.extent7784-7792
dc.identifierhttp://dx.doi.org/10.15376/biores.12.4.7784-7792
dc.identifier.citationBioresources. Raleigh: North Carolina State Univ Dept Wood & Paper Sci, v. 12, n. 4, p. 7784-7792, 2017.
dc.identifier.doi10.15376/biores.12.4.7784-7792
dc.identifier.issn1930-2126
dc.identifier.lattes4442058033045499
dc.identifier.urihttp://hdl.handle.net/11449/163742
dc.identifier.wosWOS:000422879900064
dc.language.isoeng
dc.publisherNorth Carolina State Univ Dept Wood & Paper Sci
dc.relation.ispartofBioresources
dc.relation.ispartofsjr0,405
dc.rights.accessRightsAcesso restrito
dc.sourceWeb of Science
dc.subjectEucalyptus urograndis
dc.subjectDendrocalamus asper
dc.subjectLignocellulosic Panel
dc.subjectMechanical Properties
dc.titleWood-bamboo Particleboard: Mechanical Propertiesen
dc.typeArtigo
dcterms.rightsHolderNorth Carolina State Univ Dept Wood & Paper Sci
unesp.author.lattes4442058033045499
unesp.campusUniversidade Estadual Paulista (Unesp), Instituto de Ciências e Engenharia, Itapevapt
unesp.departmentEngenharia Industrial Madeireira - ICEpt

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