Evaluation of longitudinal modulus of elasticity in wood species for structural application

dc.contributorUniversidade Estadual Paulista (Unesp)
dc.creatorChaud, Eduardo
dc.creatorBranco, Luiz A. Melgaço N.
dc.creatorChristoforo, André L.
dc.creatorLahr, Francisco Antonio Rocco
dc.creatorBattistelle, Rosane Aparecida Gomes [UNESP]
dc.creatorValarelli, Ivaldo De Domenico
dc.date2016-03-02T13:03:45Z
dc.date2016-03-02T13:03:45Z
dc.date2014
dc.date.accessioned2023-09-12T08:48:59Z
dc.date.available2023-09-12T08:48:59Z
dc.identifierhttp://dx.doi.org/10.4028/www.scientific.net/AMR.1025-1026.192
dc.identifierAdvanced Materials Research, v. 1025-1026, p. 192-195, 2014.
dc.identifier1662-8985
dc.identifierhttp://hdl.handle.net/11449/135651
dc.identifier10.4028/www.scientific.net/AMR.1025-1026.192
dc.identifier2333091200416653
dc.identifier2856867993043170
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8784883
dc.description1024x768 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;}
dc.descriptionUniversidade 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.descriptionUniversidade 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.format192-195
dc.languageeng
dc.relationAdvanced Materials Research
dc.relation0,121
dc.rightsAcesso restrito
dc.sourceCurrículo Lattes
dc.subjectCompression Parallel to Grain tests
dc.subjectStatic Bending
dc.subjectTension Parallel to grain
dc.subjectWood
dc.subjectWood longitudinal modulus of elasticity
dc.titleEvaluation of longitudinal modulus of elasticity in wood species for structural application
dc.typeArtigo


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