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ALTERNATIVE MODEL TO DETERMINE THE CHARACTERISTIC STRENGTH VALUE OF WOOD IN THE COMPRESSION PARALLEL TO THE GRAIN

dc.contributor.authorChristoforo, Andre Luis
dc.contributor.authorMoura Aquino, Vinicius Borges de
dc.contributor.authorGovone, Jose Silvio [UNESP]
dc.contributor.authorPereira Geraldes Dias, Alfredo Manuel
dc.contributor.authorPanzera, Tulio Hallak
dc.contributor.authorRocco Lahr, Francisco Antonio
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)
dc.contributor.institutionFed Univ Southern & Southeastern Para
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniv Coimbra
dc.contributor.institutionFed Univ Sao Joao del Rey
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.date.accessioned2020-12-10T20:04:08Z
dc.date.available2020-12-10T20:04:08Z
dc.date.issued2020-07-01
dc.description.abstractWood strength values are calculated based on the characteristic value, which corresponds to the 5 % percentile of a given probability distribution model. For a few number of samples (12 samples), the Brazilian standard establishes an estimator of the characteristic compressive strength parallel to grain of the wood, which may provide a different result when compared with the characteristic value coming from a suitable probability distribution model. Considering the strength results in the parallel compression to the grain of 45 wood species of the hardwood group, Normal, LogNormal, Weibull and Exponential probability distribution models were used for each specie with the purpose of determining the one with the highest adhesion. Calculated the characteristic values by the best probability model distribution, an analysis of variance (ANOVA) was performed in the estimation of the characteristic value of compressive strength, making it possible to identify the most significant terms of the models as well as the quality of the adjustment obtained on such models. The proposed regression model (R-2 adj= 96,56 %) proved to be equivalent to the empirical model of the Brazilian standard. The model proposed here only depends on the mean and the lowest value obtained from the compressive strength in the parallel direction to the grain.en
dc.description.affiliationUniv Fed Sao Carlos, Dept Civil Engn, Sao Carlos, SP, Brazil
dc.description.affiliationFed Univ Southern & Southeastern Para, Araguaia Engn Inst, Santana Do Araguaia, Para, Brazil
dc.description.affiliationState Univ Sao Paulo, Ctr Enviromental Studies, Dept Stat Appl Math & Computat, Rio Claro, SP, Brazil
dc.description.affiliationUniv Coimbra, Dept Civil Engn, Coimbra, Portugal
dc.description.affiliationFed Univ Sao Joao del Rey, Dept Mech Engn, Sao Joao Del Rei, MG, Brazil
dc.description.affiliationUniv Sao Paulo, Dept Struct Engn, Sao Carlos, SP, Brazil
dc.description.affiliationUnespState Univ Sao Paulo, Ctr Enviromental Studies, Dept Stat Appl Math & Computat, Rio Claro, SP, Brazil
dc.format.extent281-290
dc.identifierhttp://dx.doi.org/10.4067/S0718-221X2020005000303
dc.identifier.citationMaderas-ciencia Y Tecnologia. Concepcion: Univ Bio-bio, v. 22, n. 3, p. 281-290, 2020.
dc.identifier.doi10.4067/S0718-221X2020005000303
dc.identifier.issn0718-221X
dc.identifier.urihttp://hdl.handle.net/11449/197036
dc.identifier.wosWOS:000545887700003
dc.language.isoeng
dc.publisherUniv Bio-bio
dc.relation.ispartofMaderas-ciencia Y Tecnologia
dc.sourceWeb of Science
dc.subjectCharacteristic value
dc.subjectmechanical properties
dc.subjectprobability distribution
dc.subjectTabebitia spp.
dc.subjectwood
dc.titleALTERNATIVE MODEL TO DETERMINE THE CHARACTERISTIC STRENGTH VALUE OF WOOD IN THE COMPRESSION PARALLEL TO THE GRAINen
dc.typeArtigo
dcterms.rightsHolderUniv Bio-bio
dspace.entity.typePublication
unesp.campusUniversidade Estadual Paulista (UNESP), Instituto de Geociências e Ciências Exatas, Rio Claropt
unesp.departmentEstatística, Matemática Aplicada e Computação - IGCEpt

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