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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/68954
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dc.contributor.authorMascia, Nilson Tadeu-
dc.contributor.authorLahr, Francisco Antônio Rocco-
dc.date.accessioned2014-05-27T11:21:54Z-
dc.date.accessioned2016-10-25T18:22:21Z-
dc.date.available2014-05-27T11:21:54Z-
dc.date.available2016-10-25T18:22:21Z-
dc.date.issued2006-07-01-
dc.identifierhttp://dx.doi.org/10.1590/S1516-14392006000300010-
dc.identifier.citationMaterials Research, v. 9, n. 3, p. 301-310, 2006.-
dc.identifier.issn1516-1439-
dc.identifier.urihttp://hdl.handle.net/11449/68954-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/68954-
dc.description.abstractWood is generally considered an anisotropic material. In terms of engineering elastic models, wood is usually treated as an orthotropic material. This paper presents an analysis of two principal anisotropic elastic models that are usually applied to wood. The first one, the linear orthotropic model, where the material axes L (Longitudinal), R(radial) and T(tangential) are coincident with the Cartesian axes (x, y, z), is more accepted as wood elastic model. The other one, the cylindrical orthotropic model is more adequate of the growth caracteristics of wood but more mathematically complex to be adopted in practical terms. Specifically due to its importance in wood elastic parameters, this paper deals with the fiber orientation influence in these models through adequate transformation of coordinates. As a final result, some examples of the linear model, which show the variation of elastic moduli, i.e., Young's modulus and shear modulus, with fiber orientation are presented.en
dc.format.extent301-310-
dc.language.isoeng-
dc.sourceScopus-
dc.subjectAnisotropic material-
dc.subjectCompression test-
dc.subjectFiber orientation-
dc.subjectOrthotropic elastic models-
dc.subjectWood elastic constants-
dc.subjectAnisotropy-
dc.subjectCompression testing-
dc.subjectElastic moduli-
dc.subjectElasticity-
dc.subjectFiber reinforced materials-
dc.subjectMathematical models-
dc.subjectOrthotropic material-
dc.subjectWood elastic parameters-
dc.subjectWood-
dc.subjectCompression Tests-
dc.subjectElastic Strength-
dc.subjectMathematical Models-
dc.subjectWood Fibers-
dc.subjectWood Properties-
dc.titleRemarks on orthotropic elastic models applied to wooden
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual de Campinas (UNICAMP)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationFEC State University of Campinas, Campinas-
dc.description.affiliationEESC State University of São Paulo, São Paulo-
dc.identifier.doi10.1590/S1516-14392006000300010-
dc.identifier.scieloS1516-14392006000300010-
dc.rights.accessRightsAcesso aberto-
dc.identifier.file2-s2.0-33750525824.pdf-
dc.relation.ispartofMaterials Research-
dc.identifier.scopus2-s2.0-33750525824-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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