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dc.rights.licenseAtribución-NoComercial 4.0 Internacional
dc.contributor.authorÁlvarez Fernández, Martina Inmaculada
dc.contributor.authorGonzález Nicieza, Celestino
dc.contributor.authorPrendes Gero, Maria Belén
dc.contributor.authorGarcía-Menéndez, José Ramón
dc.contributor.authorPeñas Espinosa, Juan Carlos
dc.contributor.authorSuarez Dominguez, Francisco José
dc.date.accessioned2019-07-02T18:43:33Z
dc.date.available2019-07-02T18:43:33Z
dc.date.issued2015-11-01
dc.identifier.issnISSN: 2346-2183
dc.identifier.urihttps://repositorio.unal.edu.co/handle/unal/60616
dc.description.abstractDue to the heterogeneity of rocks, their tensile strength is around 10% of their compressive strength, which means that breakage is mainly caused by tensile stress. The measure of tensile stress is very difficult due to rock fragility, so it has usually been measured by indirect measurement methods , including the Brazilian test. However, recent works indicate that the tensile strength values obtained through the Brazilian test must be increased by almost 26%. To understand this divergence, indirect tensile tests have been monitored. The aim is to know the material deformation and load increase by means of stepwise regression. Stress fields in slightly deformed samples are analyzed and modeled (3D finite differences) with loads applied on flat and curved plates and different Young's modulus. Finally, the results are analyzed and compared with strength values reported using Timoshenko theory and Hondros' approximation.
dc.format.mimetypeapplication/pdf
dc.language.isospa
dc.publisherUniversidad Nacional de Colombia (Sede Medellín). Facultad de Minas.
dc.relationhttps://revistas.unal.edu.co/index.php/dyna/article/view/45526
dc.relation.ispartofUniversidad Nacional de Colombia Revistas electrónicas UN Dyna
dc.relation.ispartofDyna
dc.rightsDerechos reservados - Universidad Nacional de Colombia
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/
dc.subject.ddc62 Ingeniería y operaciones afines / Engineering
dc.titleNumerical analysis of the influence of sample stiffness and plate shape in the Brazilian test
dc.typeArtículo de revista
dc.type.driverinfo:eu-repo/semantics/article
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.identifier.eprintshttp://bdigital.unal.edu.co/58948/
dc.relation.referencesÁlvarez Fernández, Martina Inmaculada and González Nicieza, Celestino and Prendes Gero, Maria Belén and García-Menéndez, José Ramón and Peñas Espinosa, Juan Carlos and Suarez Dominguez, Francisco José (2015) Numerical analysis of the influence of sample stiffness and plate shape in the Brazilian test. DYNA, 82 (194). pp. 79-85. ISSN 2346-2183
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.subject.proposalBrazilian test
dc.subject.proposaltest monitoring
dc.subject.proposalnumerical simulation.
dc.type.coarhttp://purl.org/coar/resource_type/c_6501
dc.type.coarversionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.contentText
dc.type.redcolhttp://purl.org/redcol/resource_type/ART
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2


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Atribución-NoComercial 4.0 InternacionalThis work is licensed under a Creative Commons Reconocimiento-NoComercial 4.0.This document has been deposited by the author (s) under the following certificate of deposit