dc.contributorUniversidade Estadual de Campinas (UNICAMP)
dc.contributorUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2014-05-27T11:21:54Z
dc.date.accessioned2022-10-05T18:02:00Z
dc.date.available2014-05-27T11:21:54Z
dc.date.available2022-10-05T18:02:00Z
dc.date.created2014-05-27T11:21:54Z
dc.date.issued2006-07-01
dc.identifierMaterials Research, v. 9, n. 3, p. 301-310, 2006.
dc.identifier1516-1439
dc.identifierhttp://hdl.handle.net/11449/68954
dc.identifier10.1590/S1516-14392006000300010
dc.identifierS1516-14392006000300010
dc.identifier2-s2.0-33750525824
dc.identifier2-s2.0-33750525824.pdf
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3918457
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.
dc.languageeng
dc.relationMaterials Research
dc.relation1.103
dc.relation0,398
dc.rightsAcesso aberto
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 wood
dc.typeArtigo


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