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dc.contributor.authorLehký, Davidcs
dc.contributor.authorŠimonová, Hanacs
dc.contributor.authorKucharczyková, Barbaracs
dc.contributor.authorDaněk, Petrcs
dc.date.accessioned2021-03-03T15:54:06Z
dc.date.available2021-03-03T15:54:06Z
dc.date.issued2020-10-05cs
dc.identifier.citationMATEC Web of Conferences. 2020, vol. 323, issue 1, p. 1-8.en
dc.identifier.issn2261-236Xcs
dc.identifier.other165516cs
dc.identifier.urihttp://hdl.handle.net/11012/196383
dc.description.abstractThe aim of the current research is to develop a complex multilevel approach for experimental–computational determination of mechanical fracture parameters of concrete as a typical quasi-brittle material. This includes testing, advanced evaluation and soft computing-based identification of specimens of multiple sizes in multiple test configurations and analyses of fracture processes using multiscale modelling approaches. The evaluation of the part of an extensive experimental program is presented in this paper. The basic mechanical fracture parameters of investigated concrete determined on the standard test specimens with nominal dimensions of 100 × 100 × 400 mm subjected to the standard three-point bending fracture test are introduced. The results of three different sets of specimens provided with different depths of the initial notch are compared in terms of the absolute values of the selected mechanical fracture parameters. The results indicate different sensitivity of the particular mechanical fracture parameters to the depth of the initial notch.en
dc.formattextcs
dc.format.extent1-8cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherEDP Sciencescs
dc.relation.ispartofMATEC Web of Conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2020/19/matecconf_amcm2020_01001/matecconf_amcm2020_01001.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectmechanical fracture parametersen
dc.subjectconcreteen
dc.subjectmultiple sizesen
dc.subjectmultiple test configurationsen
dc.titleComplex multilevel fracture tests of concrete: basic mechanical fracture parameters of standard size specimens.en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs
sync.item.dbidVAV-165516en
sync.item.dbtypeVAVen
sync.item.insts2021.03.03 16:54:06en
sync.item.modts2021.03.03 16:14:18en
dc.coverage.issue1cs
dc.coverage.volume323cs
dc.identifier.doi10.1051/matecconf/202032301001cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2261-236X/cs
dc.type.driverconferenceObjecten
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