Design of the Anchorage Length of FRP Reinforcement with the Influence of Extreme Temperature Loading Due to the Effects of Fire

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but.event.date25.01.2024cs
but.event.titleJuniorstav 2024cs
dc.contributor.authorVašátko, David
dc.contributor.authorZlámal, Martin
dc.contributor.authorČairović, Đorđe
dc.contributor.authorLagiň, Juraj
dc.contributor.authorZlámalová, Pavlína
dc.contributor.authorŠtěpánek, Petr
dc.date.accessioned2024-05-07T08:53:23Z
dc.date.available2024-05-07T08:53:23Z
dc.date.issued2024-05-07cs
dc.description.abstractThe extremely high temperatures from fire exposure have a negative impact on the behaviour of reinforced concrete structures regardless of the type of reinforcement used. The reduced mechanical properties of the materials need to be taken into account in the design of the structure, including anchorage length, to ensure that the reinforcement does not detach from the concrete. In the case of Fibre Reinforced Polymers (FRP) reinforcement, there are limited number of codes addressing the design issues in a fire situation. This article, based on experimental findings, proposes a procedure for determining anchorage length of FRP reinforcement under elevated temperatures.en
dc.formattextcs
dc.format.extent1-8cs
dc.format.mimetypeapplication/pdfen
dc.identifier.citationJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-8. ISBN 978-80-86433-83-7.cs
dc.identifier.doi10.13164/juniorstav.2024.24075en
dc.identifier.isbn978-80-86433-83-7
dc.identifier.urihttps://hdl.handle.net/11012/245438
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.subjectFibre Reinforced Polymers (FRP)en
dc.subjectanchorage lengthen
dc.subjectextremely high temperatureen
dc.titleDesign of the Anchorage Length of FRP Reinforcement with the Influence of Extreme Temperature Loading Due to the Effects of Fireen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
eprints.affiliatedInstitution.departmentFakulta stavebnícs
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