Evaluation of fracture response of Silesian granite specimens via Effective Crack Model Approach and finite element analysis

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dc.contributor.authorMalíková, Luciecs
dc.contributor.authorVavro, Leonacs
dc.contributor.authorVavro, Martincs
dc.contributor.authorKeršner, Zbyněkcs
dc.coverage.issue1cs
dc.coverage.volume23cs
dc.date.issued2020-02-19cs
dc.description.abstractThe paper is focused on the advanced evaluation of fracture tests of selected rock specimens. Assessment of fracture response of chevron notch cylindrical specimens of Silesian granite subjected to three-point bending test was performed. The effective crack model is used and academic software chevroncylinder (author Petr Frantík) based on the finite element method is applied for the analyses. Based on the described procedures, estimation of maximum values of the effective fracture toughness are established and discussed.en
dc.description.abstractThe paper is focused on the advanced evaluation of fracture tests of selected rock specimens. Assessment of fracture response of chevron notch cylindrical specimens of Silesian granite subjected to three-point bending test was performed. The effective crack model is used and academic software chevroncylinder (author Petr Frantík) based on the finite element method is applied for the analyses. Based on the described procedures, estimation of maximum values of the effective fracture toughness are established and discussed.en
dc.formattextcs
dc.format.extent487-492cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Structural Integrity. 2020, vol. 23, issue 1, p. 487-492.en
dc.identifier.doi10.1016/j.prostr.2020.01.133cs
dc.identifier.issn2452-3216cs
dc.identifier.orcid0000-0001-5868-5717cs
dc.identifier.orcid0000-0003-4724-6166cs
dc.identifier.other162375cs
dc.identifier.researcheridB-6690-2014cs
dc.identifier.researcheridAAW-7298-2020cs
dc.identifier.scopus57364369600cs
dc.identifier.scopus6504210776cs
dc.identifier.urihttp://hdl.handle.net/11012/193492
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Structural Integritycs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S2452321620301992cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2452-3216/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectGraniteen
dc.subjectFracture testen
dc.subjectChevron notchen
dc.subjectLoad-displacement diagramen
dc.subjectEffective crack modelen
dc.subjectGranite
dc.subjectFracture test
dc.subjectChevron notch
dc.subjectLoad-displacement diagram
dc.subjectEffective crack model
dc.titleEvaluation of fracture response of Silesian granite specimens via Effective Crack Model Approach and finite element analysisen
dc.title.alternativeEvaluation of fracture response of Silesian granite specimens via Effective Crack Model Approach and finite element analysisen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-162375en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:23:48en
sync.item.modts2025.10.14 10:36:37en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
thesis.grantorVysoké učení technické v Brně. . Ústav geoniky AV ČRcs

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