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

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 [UNESP]
dc.contributor.authorValarelli, Ivaldo De Domenico
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2016-03-02T13:03:45Z
dc.date.available2016-03-02T13:03:45Z
dc.date.issued2014
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.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.format.extent192-195
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.doi10.4028/www.scientific.net/AMR.1025-1026.192
dc.identifier.issn1662-8985
dc.identifier.lattes2333091200416653
dc.identifier.lattes2856867993043170
dc.identifier.urihttp://hdl.handle.net/11449/135651
dc.language.isoeng
dc.relation.ispartofAdvanced Materials Research
dc.relation.ispartofsjr0,121
dc.rights.accessRightsAcesso restrito
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.typeArtigo
dspace.entity.typePublication
unesp.author.lattes2333091200416653
unesp.author.lattes2856867993043170
unesp.campusUniversidade Estadual Paulista (UNESP), Faculdade de Engenharia, Baurupt
unesp.departmentEngenharia Civilpt
unesp.departmentEngenharia Civil e Ambiental - FEBpt

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