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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/135651
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dc.contributor.authorChaud, Eduardo-
dc.contributor.authorBranco, Luiz A. Melgaço N.-
dc.contributor.authorChristoforo, André L.-
dc.contributor.authorLahr, Francisco Antonio Rocco-
dc.contributor.authorBattistelle, Rosane Aparecida Gomes-
dc.contributor.authorValarelli, Ivaldo De Domenico-
dc.date.accessioned2016-03-02T13:03:45Z-
dc.date.accessioned2016-10-25T21:33:10Z-
dc.date.available2016-03-02T13:03:45Z-
dc.date.available2016-10-25T21:33:10Z-
dc.date.issued2014-
dc.identifierhttp://dx.doi.org/10.4028/www.scientific.net/AMR.1025-1026.192-
dc.identifier.citationAdvanced Materials Research, v. 1025-1026, p. 192-195, 2014.-
dc.identifier.issn1662-8985-
dc.identifier.urihttp://hdl.handle.net/11449/135651-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/135651-
dc.description.abstract1024x768 This research aimed to investigate possible differences in values of longitudinal modulus of elasticity for wood species usually employed for structural purposes, as Castanheira (Bertholletia excelsa), Cambará (Erisma uncinatum), Cumaru (Dipteryx odorata), Jatobá (Hymenaea stilbocarpa), Garapa (Apuleia leiocarpa) and Peroba Rosa (Aspidosperma polyneuron), obtained from compression and tension parallel to grain, and static bending tests. Recommendations of the Brazilian standard ABNT NBR 7190:1997, Annex B, were followed. Statistical analysis results for the cited properties, had equivalent averages for the six wood species analyzed. This confirms that any of the three tests can be used to obtain the longitudinal elastic modulus and which could avoid the necessity of evaluating stiffness values for wood by more than one kind of mechanical test. Normal 0 21 false false false PT-BR X-NONE X-NONE /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Tabela normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-priority:99; mso-style-qformat:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:11.0pt; font-family:"Calibri","sans-serif"; mso-ascii-font-family:Calibri; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:"Times New Roman"; mso-fareast-theme-font:minor-fareast; mso-hansi-font-family:Calibri; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;}en
dc.format.extent192-195-
dc.language.isoeng-
dc.sourceCurrículo Lattes-
dc.subjectCompression Parallel to Grain testsen
dc.subjectStatic Bendingen
dc.subjectTension Parallel to grainen
dc.subjectWooden
dc.subjectWood longitudinal modulus of elasticityen
dc.titleEvaluation of longitudinal modulus of elasticity in wood species for structural applicationpt
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.1025-1026.192-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofAdvanced Materials Research-
dc.identifier.lattes2856867993043170-
dc.identifier.lattes2333091200416653-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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