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dc.contributor.authorSeitl, Stanislavcs
dc.contributor.authorMiarka, Petrcs
dc.date.accessioned2017-11-01T14:15:38Z
dc.date.available2017-11-01T14:15:38Z
dc.date.issued2017-10-01cs
dc.identifier.citationFrattura ed Integrita Strutturale. 2017, vol. 42, issue 41, p. 119-127.en
dc.identifier.issn1971-8993cs
dc.identifier.other139578cs
dc.identifier.urihttp://hdl.handle.net/11012/70121
dc.description.abstractDurability and sustainability of structures made from concrete like materials is getting more into an interest of civil engineers. Structures are subjected not only to uniaxial load, this means if there is a crack inside the load could be divided into mode I and shear mode II, but also to a mixed mode I/II. Therefore, it is necessary to perform test, which covers mixed mode loads and could be used for specimen made from concrete core-drill. Recommended test specimens used for evaluation of fracture mechanical parameters has usually a prismatic or rectangular shape. The cost of reshaping cylinder into rectangular is expensive and not very efficient, therefore it is very effective to use Brazilian disc test specimen with central notch to obtain mixed mode fracture parameters. The contribution deals with numerical support for Brazilian disc test to obtain calibration curves for mode I and mode II, evaluation of experimental results and compare them with data adapted from literature.en
dc.formattextcs
dc.format.extent119-127cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherGruppo Italiano Fratturacs
dc.relation.ispartofFrattura ed Integrita Strutturalecs
dc.relation.urihttp://www.fracturae.com/index.php/fis/article/view/IGF-ESIS.42.13cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectFracture Mechanicsen
dc.subjectFracture Toughnessen
dc.subjectCentrally Cracked Brazilian discen
dc.subjectMixed Mode I/IIen
dc.subjectConcrete.en
dc.titleEvaluation of mixed mode I/II fracture toughness of C 50/60 from Brazilian disc testen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
sync.item.dbidVAV-139578en
sync.item.dbtypeVAVen
sync.item.insts2019.06.17 10:23:39en
sync.item.modts2019.05.18 00:42:55en
dc.coverage.issue41cs
dc.coverage.volume42cs
dc.identifier.doi10.3221/IGF-ESIS.42.13cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1971-8993/cs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


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Creative Commons Attribution 4.0 International
Except where otherwise noted, this item's license is described as Creative Commons Attribution 4.0 International