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dc.contributor.authorHolomek, Josefcs
dc.contributor.authorBajer, Miroslavcs
dc.contributor.authorVild, Martincs
dc.date.accessioned2017-08-10T11:48:02Z
dc.date.available2017-08-10T11:48:02Z
dc.date.issued2017-07-20cs
dc.identifier.citationProcedia Engineering. 2017, vol. 195, issue 2017, p. 114-119.en
dc.identifier.issn1877-7058cs
dc.identifier.other138120cs
dc.identifier.urihttp://hdl.handle.net/11012/69331
dc.description.abstractComposite slabs consist of trapezoidal steel sheeting and concrete cover. The steel sheeting serves as both, a lost framework and a tension bearing member after hardening of concrete. The longitudinal shear between the sheeting and the concrete must be ensured by a mechanical interlock, for example shear studs or prepressed embossments in the sheeting. The traditional massive shear studs have to be welded to the supporting construction of the slab. Alternatively, thin screws can be drilled through the sheeting and cast into the concrete to ensure the composite action or to strengthen the composite slab in reconstructions locally. The usage of the screws is not limited to the steel supporting frames. This paper describes laboratory tests of the composite slabs with cast screws of various diameters and the effect of the screws on the bending capacity of the slab in combination with prepressed embossments.en
dc.formattextcs
dc.format.extent114-119cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://doi.org/10.1016/j.proeng.2017.04.532cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectCast screwen
dc.subjectcomposite slaben
dc.subjectconcreteen
dc.subjectembossmentsen
dc.subjectlongitudinal shearen
dc.subjectshear anchoren
dc.subjectsteelen
dc.titleCast Screws as Shear Anchors for Composite Slabsen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav kovových a dřevěných konstrukcícs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. AdMaS Divize KCEcs
sync.item.dbidVAV-138120en
sync.item.dbtypeVAVen
sync.item.insts2019.06.17 10:23:29en
sync.item.modts2019.05.18 00:41:11en
dc.coverage.issue2017cs
dc.coverage.volume195cs
dc.identifier.doi10.1016/j.proeng.2017.04.532cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


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