The effect of the bent of FRP rebar on its short-term mechanical properties

Simple item page
dc.contributor.authorLagiň, Jurajcs
dc.contributor.authorProkeš, Jancs
dc.contributor.authorGirgle, Františekcs
dc.contributor.authorKostiha, Vojtěchcs
dc.contributor.authorVašátko, Davidcs
dc.contributor.authorBezděk, Ondřejcs
dc.contributor.authorSedláček, Ondřejcs
dc.contributor.authorŠtěpánek, Petrcs
dc.coverage.issue1cs
dc.coverage.volume25.8.2023cs
dc.date.accessioned2024-02-19T10:45:46Z
dc.date.available2024-02-19T10:45:46Z
dc.date.issued2023-08-25cs
dc.description.abstractIn the construction industry, FRP (fibre-reinfoced-polymer) reinforcement is used mainly because of its high resistance to aggressive environments. The production and design of straight FRP rebars are now very well understood and described. However, when designing concrete elements, it is usually necessary to adapt the reinforcement to the structure shape and to use bent rebars. However, during the production process, unfavourable changes in the fibre distribution across the cross-section may occur at the bent section. It has a significant effect on the short and long-term properties of the rebar. The paper addresses the highly topical issue of the composition, manufacturing and testing of shaped composite rebar. Consequently, the article presents experimentally determined values of mechanical characteristics obtained from the performed tests.en
dc.formattextcs
dc.format.extent1-9cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationJournal of Physics: Conference Series. 2023, vol. 25.8.2023, issue 1, p. 1-9.en
dc.identifier.doi10.1088/1742-6596/2568/1/012006cs
dc.identifier.issn1742-6596cs
dc.identifier.orcid0000-0003-3048-7473cs
dc.identifier.orcid0000-0001-9489-2297cs
dc.identifier.orcid0000-0002-1747-1701cs
dc.identifier.orcid0000-0001-9191-2723cs
dc.identifier.other184555cs
dc.identifier.researcheridH-1387-2016cs
dc.identifier.researcheridE-3266-2014cs
dc.identifier.scopus55387208600cs
dc.identifier.scopus57148376900cs
dc.identifier.scopus35771791100cs
dc.identifier.urihttps://hdl.handle.net/11012/245034
dc.language.isoencs
dc.publisherIOP Publishingcs
dc.relation.ispartofJournal of Physics: Conference Seriescs
dc.relation.urihttps://iopscience.iop.org/article/10.1088/1742-6596/2568/1/012006/pdfcs
dc.rightsCreative Commons Attribution 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1742-6596/cs
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/cs
dc.subjectcomposite FRP reinforcementen
dc.subjectbent FRP reinforcementen
dc.subjectanchoring of FPR rebaren
dc.subjectload-bearing capacity of indirect FRP reinforcementen
dc.titleThe effect of the bent of FRP rebar on its short-term mechanical propertiesen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-184555en
sync.item.dbtypeVAVen
sync.item.insts2024.02.19 11:45:46en
sync.item.modts2024.02.19 11:13:02en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav betonových a zděných konstrukcícs
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
Lagin_2023_J._Phys. _Conf._Ser._2568_012006.pdf
Size:
783.3 KB
Format:
Adobe Portable Document Format
Description:
file Lagin_2023_J._Phys. _Conf._Ser._2568_012006.pdf
Download
Collections
Ústav betonových a zděných konstrukcí