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dc.creatorSeitl, Stanislaves
dc.creatorRíos Jiménez, José Davides
dc.creatorCifuentes-Bulté, Héctores
dc.date.accessioned2021-07-21T10:44:51Z
dc.date.available2021-07-21T10:44:51Z
dc.date.issued2017
dc.identifier.citationSeitl, S., Ríos Jiménez, J.D. y Cifuentes-Bulté, H. (2017). Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens. Frattura ed Integrità Struttural, 11 (42), 56-65.
dc.identifier.issn1971-8993es
dc.identifier.urihttps://hdl.handle.net/11441/116335
dc.descriptionDOI no introducido por dar errores
dc.description.abstractThe modified disk shaped compact tension test is a configuration derived from standard compact tension test that is used for measuring fracture mechanical properties of primarily metallic materials. The compact tension configuration is commonly used for measurement fracture mechanical properties as e.g. fracture toughness, Young’s modulus, work of fracture etc. The modified compact tension tests imply significant modifications of the specimen morphology in order to avoid premature failure. The modified compact tension test is not proper for quasi-brittle materials due to its complicated shape (steel-concrete interface), but it is easily extracted from drill core and we do not need large amount of material for obtaining fracture properties as we need for e.g. three- or four- point bend test. Since it is a new test method, a wide range of tests is needed to be done before it can be applied. In the paper the selected outputs of the experiments performed on normal and high strength concrete will be processed and the values of fracture mechanical parameters will be discussed.es
dc.description.sponsorshipFundación de Ciencias Checa 16-18702Ses
dc.description.sponsorshipMinisterio de Economía y Competitividad BIA2013-48352-Pes
dc.description.sponsorshipMinistry of Education, Youth and Sports LM2015069es
dc.formatapplication/pdfes
dc.format.extent10 p.es
dc.language.isoenges
dc.publisherGruppo Italiano Fratturaes
dc.relation.ispartofFrattura ed Integrità Struttural, 11 (42), 56-65.
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectConcretees
dc.subjectStress intensity factores
dc.subjectT-stresses
dc.subjectCompact tension testes
dc.subjectFracture behaviores
dc.subjectFracture mechanicses
dc.subjectConstraintes
dc.titleComparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimenses
dc.typeinfo:eu-repo/semantics/articlees
dcterms.identifierhttps://ror.org/03yxnpp24
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructurases
dc.relation.projectID16-18702Ses
dc.relation.projectIDBIA2013-48352-Pes
dc.relation.projectIDLM2015069es
dc.relation.publisherversionhttps://www.fracturae.com/index.php/fis/article/view/1927es
dc.contributor.groupUniversidad de Sevilla. TEP972: Mecánica de Materiales y Estructurases
dc.journaltitleFrattura ed Integrità Strutturales
dc.publication.volumen11es
dc.publication.issue42es
dc.publication.initialPage56es
dc.publication.endPage65es
dc.identifier.sisius21356561es
dc.contributor.funderGrant Agency of the Czech Republic (GACR)es
dc.contributor.funderMinisterio de Economía y Competitividad (MINECO). Españaes
dc.contributor.funderMinistry of Education, Youth and Sports (MEYS)es

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