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Study of the dimensions of double-torsion test specimens

dc.contributor.authorAlbuquerque, Maria da Consolação Fonseca de [UNESP]
dc.contributor.authorRodrigues, José de Anchieta
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)
dc.date.accessioned2014-05-20T13:28:50Z
dc.date.available2014-05-20T13:28:50Z
dc.date.issued2008-09-01
dc.description.abstractDouble-torsion tests were carried out to ascertain whether a thin test specimen would affect the results of this test. The tests involved two test specimen sizes, one with a thickness five-fold greater than the particle size of the material and the other with a three-fold greater thickness. The width of both test specimens was ten times that of their thickness and their length was double their width. The material utilized was an alumina-based refractory castable without cement. It is important to ascertain the influence of the thickness of double-torsion test specimens when materials with a coarse microstructure are involved. Otherwise, test specimens would have to be very large, rendering the experimental procedure difficult, as in the case of the size of sintering furnaces and the size of accessories for the test. This study shows that test specimens with lower thicknesses are representative when one analyzes the calibration curve of the compliance, the length of the crack at which the break occurred (critical crack length), and the shapes of the R-curve and of the load (P) vs. displacement curves. However, the analysis of the mean values of R (R), obtained by the arithmetic average of the R values in the section of stable crack propagation and the total fracture energy (γwof), showed that these values are dependent on the size of the test specimens, indicating that this subject deserves further investigation.en
dc.description.affiliationUniversidade Estadual Paulista Departamento de Engenharia Civil
dc.description.affiliationUniversidade Federal de São Carlos (UFSCar) Departamento de Engenharia de Materiais
dc.description.affiliationUnespUniversidade Estadual Paulista Departamento de Engenharia Civil
dc.description.sponsorshipPró-Reitoria de Pesquisa da UNESP (PROPe UNESP)
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
dc.description.sponsorshipIdFAPESP: 01/04324-8
dc.description.sponsorshipIdCNPq: 304980/2003-0
dc.description.sponsorshipIdCNPq: 301073/2006-6
dc.description.sponsorshipIdCNPq: 470504/2004-8
dc.description.sponsorshipIdCNPq: 143336/1998-3
dc.format.extent281-288
dc.identifierhttp://dx.doi.org/10.1590/S1516-14392008000300009
dc.identifier.citationMaterials Research. ABM, ABC, ABPol, v. 11, n. 3, p. 281-288, 2008.
dc.identifier.doi10.1590/S1516-14392008000300009
dc.identifier.fileS1516-14392008000300009.pdf
dc.identifier.issn1516-1439
dc.identifier.lattes0903916161676351
dc.identifier.scieloS1516-14392008000300009
dc.identifier.urihttp://hdl.handle.net/11449/9621
dc.identifier.wosWOS:000261235400009
dc.language.isoeng
dc.publisherABM, ABC, ABPol
dc.relation.ispartofMaterials Research
dc.relation.ispartofjcr1.103
dc.relation.ispartofsjr0,398
dc.rights.accessRightsAcesso aberto
dc.sourceSciELO
dc.subjectmechanical propertiesen
dc.subjectdouble-torsion testen
dc.subjectfracture mechanicsen
dc.subjectrefractory castableen
dc.titleStudy of the dimensions of double-torsion test specimensen
dc.typeArtigo
dcterms.licensehttp://www.scielo.br/revistas/mr/paboutj.htm
dspace.entity.typePublication
unesp.advisor.lattes0903916161676351
unesp.author.orcid0000-0002-0363-2906[2]

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