Publicação:
Simulation analysis of in-service bamboo and pine EGP composite flooring

dc.contributor.authorCortez-Barbosa, Juliana [UNESP]
dc.contributor.authorda Silva, José Reinaldo Moreira
dc.contributor.authorde Alvarenga, Fabiano
dc.contributor.authorde Souza, Alexandre Jorge Duarte [UNESP]
dc.contributor.authorde Araujo, Victor Almeida
dc.contributor.authorGarcia, José Nivaldo
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal de Lavras (UFLA)
dc.contributor.institutionWood Industrial Engineer of Alena Lumbermill
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.date.accessioned2018-12-11T16:56:45Z
dc.date.available2018-12-11T16:56:45Z
dc.date.issued2014-01-01
dc.description.abstractBamboo is a renewable material that has been gaining attention in several sectors of production and research because of its potential. Its special characteristics of rapid growth, short harvest cycle, diversity and excellent mechanical properties. The objective of this work was a physical-mechanical analysis of flooring manufactured by a combination of bamboo (Dendrocalamus giganteus) laminate slats and wood (Pinus taeda) edge-glued panels (EGP). It was based on the ASTM D2394-83/1994 standard, which describes the procedures for mechanical simulation of in-service floors, such as indentation loads applied on small areas, falling ball impact, rolling load, abrasion and friction tests. The results were satisfactory when compared with those of other types of wood. The research showed lignocellulosic composite of Pine EGP with a bamboo surface, in terms of mechanical strength according the ASTM’s standard, is viable and feasible. Therefore, it results that “EGP/Bamboo” composite can be successfully applied for internal floors.en
dc.description.affiliationUNESP/Itapeva, Rua Geraldo Alckmin, 519
dc.description.affiliationUFLA, P.O. Box 3037
dc.description.affiliationWood Industrial Engineer of Alena Lumbermill, Pedro Rodrigues Garcia, km75
dc.description.affiliationESALQ/USP, Avenida Pádua Dias, 11
dc.description.affiliationUnespUNESP/Itapeva, Rua Geraldo Alckmin, 519
dc.format.extent233-240
dc.identifierhttp://dx.doi.org/10.4028/www.scientific.net/AMR.1025-1026.233
dc.identifier.citationAdvanced Materials Research, v. 1025-1026, p. 233-240.
dc.identifier.doi10.4028/www.scientific.net/AMR.1025-1026.233
dc.identifier.file2-s2.0-84913587740.pdf
dc.identifier.issn1662-8985
dc.identifier.issn1022-6680
dc.identifier.scopus2-s2.0-84913587740
dc.identifier.urihttp://hdl.handle.net/11449/171724
dc.language.isoeng
dc.relation.ispartofAdvanced Materials Research
dc.relation.ispartofsjr0,121
dc.relation.ispartofsjr0,121
dc.rights.accessRightsAcesso aberto
dc.sourceScopus
dc.subjectBamboo
dc.subjectComposites
dc.subjectFlooring
dc.subjectLignocellulosic
dc.subjectMechanical testing
dc.subjectWood
dc.titleSimulation analysis of in-service bamboo and pine EGP composite flooringen
dc.typeTrabalho apresentado em evento
dspace.entity.typePublication
unesp.author.lattes7336775056841143[4]
unesp.author.orcid0000-0002-6133-0412[4]
unesp.campusUniversidade Estadual Paulista (Unesp), Instituto de Ciências e Engenharia, Itapevapt
unesp.departmentEngenharia Industrial Madeireira - ICEpt

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