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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/135814
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dc.contributor.authorLahr, Francisco Antonio Rocco-
dc.contributor.authorChristoforo, André L.-
dc.contributor.authorChahud, Eduardo-
dc.contributor.authorBranco, Luiz A. Megaço N.-
dc.contributor.authorBattistelle, Rosane Aparecida Gomes-
dc.contributor.authorValarelli, Ivaldo De Domenico-
dc.date.accessioned2016-03-02T13:04:34Z-
dc.date.accessioned2016-10-25T21:33:32Z-
dc.date.available2016-03-02T13:04:34Z-
dc.date.available2016-10-25T21:33:32Z-
dc.date.issued2015-
dc.identifierhttp://dx.doi.org/10.4028/www.scientific.net/AMR.1088.690-
dc.identifier.citationAdvanced Materials Research, v. 1088, n. 2015, p. 690-693, 2015.-
dc.identifier.issn1662-8985-
dc.identifier.urihttp://hdl.handle.net/11449/135814-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/135814-
dc.description.abstractThe broader knowledge about physical and mechanical properties of wood allows reliable timber structures design. Even little addressed in the literature, in several situations Poisson's ratios are required for the evaluation of stresses acting on structural elements. This study aimed to obtain values of Poisson's ratios (ν), plans Longitudinal-Radial (νLR) and Longitudinal-Tangential (νLT), for species Peroba Rosa (Aspidosperma polyneuron) and Jatobá (Hymenaea courbaril L.). For this purpose, forty samples Peroba Rosa and eight samples of Jatobá were prepared for testing in compression parallel to the grain, following the recommendations of ABNT NBR 7190 standard. The results of means confidence intervals, considered at the level of 5% significance, revealed that the Poisson's ratios νLR e νLT to Peroba Rosa are 0.27 and 0.42, respectively, and 0.25 and 0.43 to Jatobá.en
dc.format.extent690-693-
dc.language.isoeng-
dc.sourceCurrículo Lattes-
dc.subjectAnisotropyen
dc.subjectParallel compressionen
dc.subjectPoisson's ratioen
dc.titlePoissons ratios for wood species for structural purposesen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationUniversidade Estadual Paulista Júlio de Mesquita Filho, Departamento de Engenharia Civil, Faculdade de Engenharia de Bauru, Bauru, Av. Eng. Luiz Edmundo Carrijo Coube, 14-01, Vargem Limpa, CEP 17033360, SP, Brasil-
dc.description.affiliationUnespUniversidade Estadual Paulista Júlio de Mesquita Filho, Departamento de Engenharia Civil, Faculdade de Engenharia de Bauru, Bauru, Av. Eng. Luiz Edmundo Carrijo Coube, 14-01, Vargem Limpa, CEP 17033360, SP, Brasil-
dc.identifier.doi10.4028/www.scientific.net/AMR.1088.690-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofAdvanced Materials Research-
dc.identifier.lattes2856867993043170-
dc.identifier.lattes2333091200416653-
dc.identifier.lattes0315139420365266-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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