Atenção!


O atendimento às questões referentes ao Repositório Institucional será interrompido entre os dias 20 de dezembro de 2025 a 4 de janeiro de 2026.

Pedimos a sua compreensão e aproveitamos para desejar boas festas!

Logo do repositório

Influence of growth rings position of wood on the determination of its shear strength parallel to grain

dc.contributor.authorRodrigues, E. F. C.
dc.contributor.authorDe Araujo, V. A. [UNESP]
dc.contributor.authorCavalheiro, R. S.
dc.contributor.authorMarini, L. J.
dc.contributor.authorAlmeida, J. P. B.
dc.contributor.authorAzevedo, A. R. G.
dc.contributor.authorOliveira, L. B.
dc.contributor.authorLahr, F. A. R.
dc.contributor.authorSantos, H. F. dos
dc.contributor.authorChristoforo, A. L.
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionUENF State Univ Northern Rio de Janeiro
dc.contributor.institutionUniversidade Estadual de Maringá (UEM)
dc.date.accessioned2025-04-29T19:28:59Z
dc.date.issued2023-06-03
dc.description.abstractThis study aimed to determine the longitudinal-radial (LR) and longitudinal-tangential (LT) shear strength properties (fvLR, and fvLT) for three wood species (Hymenolobium petraeum, Erisma uncinatum and Couratari sp) as a way to correlate the strength between planes through the evaluation by analysis of variance and validation tests. Shear strength, compressive strength and anatomical characterization tests were carried out to support the evaluation of correlations. The results revealed that the shear strength was statistically different (p-value <0.05) when the load plane was changed for all three species. Hymeno-lobium petraeum (fvLT = 6.36 MPa; fvLR = 12.68 MPa) and Couratari sp (fvLT = 11.73 MPa; fvLR = 12.97 MPa) species were stronger in the LR plane than in the LT plane, while E. uncinatum wood was weaker in the LR plane (fvLT = 13.81 MPa; fvLR = 9, 97 MPa). In addition, H. petraeum showed the greatest difference between the characteristic results when two planes were compared each other. Therefore, these species should be always tested in their weakest plane, in order to prevent the undersized design of their cross sections. The cor-relation between anatomical characteristics and shear strength demonstrated that the width and frequency of rays, axial parenchyma, grouping of vessels and fibrous zones are strong factors that influenced the shear results. Moreover, the correlation between char-acteristic values of shear strength and compressive strength prescribed by the Brazilian standard code proved to be conservative for hardwoods.& COPY; 2023 Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en
dc.description.affiliationUniv Fed Sao Carlos, Dept Civil Engn, Sao Carlos, Brazil
dc.description.affiliationUniv Estadual Paulista, Ind Timber Engn Inst Sci & Engn, Itapeva, Brazil
dc.description.affiliationUniv Sao Paulo, Sch Engn Sao Carlos, Dept Struct Engn, Sao Carlos, Brazil
dc.description.affiliationUENF State Univ Northern Rio de Janeiro, LECIV Civil Engn Lab, Campos Dos Goytacazes, Rio De Janeiro, RJ, Brazil
dc.description.affiliationUENF State Univ Northern Rio de Janeiro, LAMAV Adv Mat Lab, Campos Dos Goytacazes, Rio De Janeiro, RJ, Brazil
dc.description.affiliationFed Inst Rondonia, Dept Engn, Ariquemes, Brazil
dc.description.affiliationUnespUniv Estadual Paulista, Ind Timber Engn Inst Sci & Engn, Itapeva, Brazil
dc.description.sponsorshipCoordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
dc.description.sponsorshipLaboratorio de Madeiras e Estruturas de Madeiras (LaMEM) of University of Sao Paulo from Sao Carlos-Brazil
dc.description.sponsorshipState University of the Northern Fluminense (UENF)
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado do Rio de Janeiro (FAPERJ)
dc.description.sponsorshipIdCAPES: 001
dc.description.sponsorshipIdFAPERJ: E-26/210.150/2019
dc.description.sponsorshipIdFAPERJ: E-26/211.194/2021
dc.description.sponsorshipIdFAPERJ: E-26/211.293/2021
dc.description.sponsorshipIdFAPERJ: E-26/201.310/2021
dc.description.sponsorshipIdCNPq: PQ2 307592/2021-9
dc.format.extent9765-9779
dc.identifierhttp://dx.doi.org/10.1016/j.jmrt.2023.05.195
dc.identifier.citationJournal Of Materials Research And Technology-jmr&t. Amsterdam: Elsevier, v. 24, p. 9765-9779, 2023.
dc.identifier.doi10.1016/j.jmrt.2023.05.195
dc.identifier.issn2238-7854
dc.identifier.urihttps://hdl.handle.net/11449/303231
dc.identifier.wosWOS:001021883300001
dc.language.isoeng
dc.publisherElsevier B.V.
dc.relation.ispartofJournal Of Materials Research And Technology-jmr&t
dc.sourceWeb of Science
dc.subjectShear strength
dc.subjectLongitudinal-tangential plane
dc.subjectLongitudinal-radial plane
dc.subjectRatio between shear and
dc.subjectcompression strength
dc.subjectPhotomicrograph
dc.subjectAnatomical features
dc.subjectBrazilian hardwoods
dc.titleInfluence of growth rings position of wood on the determination of its shear strength parallel to grainen
dc.typeArtigopt
dcterms.licensehttp://www.elsevier.com/about/open-access/open-access-policies/article-posting-policy
dcterms.rightsHolderElsevier B.V.
dspace.entity.typePublication
unesp.campusUniversidade Estadual Paulista (UNESP), Instituto de Ciências e Engenharia, Itapevapt

Arquivos