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dc.contributor.authorSeitl, Stanislavcs
dc.contributor.authorMiarka, Petrcs
dc.contributor.authorBílek, Vlastimilcs
dc.date.accessioned2021-01-29T15:57:38Z
dc.date.available2021-01-29T15:57:38Z
dc.date.issued2020-03-05cs
dc.identifier.citationMATEC Web of Conferences. 2020, vol. 310, issue 1, p. 1-8.en
dc.identifier.issn2261-236Xcs
dc.identifier.other166271cs
dc.identifier.urihttp://hdl.handle.net/11012/195938
dc.description.abstractPrecast concrete elements used as a civil structure are usually made of a cement-based matrix and natural aggregates (such as sand, gravel, crushed stone, etc.). These structures are usually exposed not only to a static load but also to a cyclic load if they load the bearing part of a bridge (traffic etc.). The knowledge of fatigue and fracture mechanical characteristics is important in designing and modelling new structures. This paper introduces and compares fracture mechanical properties obtained from static and fatigue tests for three kinds of concrete. The focus was set on the bulk density, flexural and compressive cube strength, fracture toughness and fatigue properties (SN Wöhler curve). All of these tests are important for a practical application in the design of precast concrete structures. The experimental results were statistically analysed and they showed that the fatigue and mechanical fracture properties improved with improved mechanical parameters of concrete.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/2020/06/matecconf_space20_00033/matecconf_space20_00033.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectfatigueen
dc.titleFatigue and fracture mechanical properties of selected concrete for subtle precast structural elementsen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
thesis.grantorVysoké učení technické v Brně. . Fakulta stavebnícs
thesis.grantorVysoké učení technické v Brně. . Ústav fyziky materiálů AV ČRcs
sync.item.dbidVAV-166271en
sync.item.dbtypeVAVen
sync.item.insts2021.01.29 16:57:38en
sync.item.modts2021.01.29 16:16:04en
dc.coverage.issue1cs
dc.coverage.volume310cs
dc.identifier.doi10.1051/matecconf/202031000033cs
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