Analysis of Flat Slabs Strengthened by Reinforced Concrete Overlays

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but.event.date25.01.2024cs
but.event.titleJuniorstav 2024cs
dc.contributor.authorČereš, Daniel
dc.contributor.authorGajdošová, Katarína
dc.date.accessioned2024-05-07T08:53:25Z
dc.date.available2024-05-07T08:53:25Z
dc.date.issued2024-05-07cs
dc.description.abstractThe strengthening of flat concrete slabs using reinforced concrete overlays is an efficient method of increasing both the flexural stiffness and punching shear capacity of such slabs. The interface between the two concrete layers transmits a large amount of stress, so detailing of the interface is crucial to achieve an increase in resistance. The analysis introduced below compares the efficiency of different amount of shear studs and the effect of the dimensions of the overlaid concrete on punching shear capacity.en
dc.formattextcs
dc.format.extent1-7cs
dc.format.mimetypeapplication/pdfen
dc.identifier.citationJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-7. ISBN 978-80-86433-83-7.cs
dc.identifier.doi10.13164/juniorstav.2024.24133en
dc.identifier.isbn978-80-86433-83-7
dc.identifier.urihttps://hdl.handle.net/11012/245458
dc.language.isoencs
dc.publisherVysoké učení technické v Brně,Fakulta stavebnícs
dc.relation.ispartofJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineeringcs
dc.relation.urihttps://juniorstav.fce.vutbr.cz/proceedings2024/
dc.rights© Vysoké učení technické v Brně,Fakulta stavebnícs
dc.rights.accessopenAccessen
dc.subjectPunching shear capacityen
dc.subjectflat slaben
dc.subjectconcrete overlayen
dc.subjectshear studsen
dc.titleAnalysis of Flat Slabs Strengthened by Reinforced Concrete Overlaysen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
eprints.affiliatedInstitution.departmentFakulta stavebnícs
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