Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

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dc.contributor.authorLišovský, Martincs
dc.contributor.authorKocáb, Daliborcs
dc.contributor.authorŽítt, Petrcs
dc.contributor.authorWünsche, Dominikcs
dc.coverage.issue1cs
dc.coverage.volume313cs
dc.date.issued2020-04-16cs
dc.description.abstractThe paper deals with testing of self-compacting concrete slabs with scattered steel reinforcement, which are designed for the production of garden furniture or benches. A self-compacting concrete was designed for the experiment and its composition was further modified by the addition of steel fibres. Plain self-compacting concrete was used to produce test specimens with nominal dimensions of 40x40x160 mm, which were used to determine the basic properties of concrete, and test slabs for experimental analysis of their behaviour under load. The self-compacting concrete with steel fibres was only used to produce test slabs. The slabs were loaded in three different ways, of which one was to simulate real loading of the horizontal part of a concrete bench. The results of the loading tests are compared to the results of a nonlinear numerical analysis conducted using the finite element method.en
dc.formattextcs
dc.format.extent1-8cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationMATEC Web of Conferences. 2020, vol. 313, issue 1, p. 1-8.en
dc.identifier.doi10.1051/matecconf/202031300038cs
dc.identifier.issn2261-236Xcs
dc.identifier.orcid0000-0002-4215-9584cs
dc.identifier.orcid0000-0002-8273-4571cs
dc.identifier.orcid0000-0003-1298-3692cs
dc.identifier.other163637cs
dc.identifier.researcheridAAW-8720-2020cs
dc.identifier.scopus56721310500cs
dc.identifier.urihttp://hdl.handle.net/11012/193496
dc.language.isoencs
dc.publisherEDP Sciencescs
dc.relation.ispartofMATEC Web of Conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00038/matecconf_dyn-wind20_00038.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2261-236X/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectNumerical analysisen
dc.subjectexperimental analysisen
dc.subjectsteel fibre reinforced concreteen
dc.subjectselfcompacting concreteen
dc.subjectcontrete slaben
dc.titleNumerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loadingen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-163637en
sync.item.dbtypeVAVen
sync.item.insts2025.02.03 15:45:43en
sync.item.modts2025.01.17 18:38:34en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs
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