Assessment of Deflection of Reinforced Beams Made of Recycled Aggregate Concrete Subjected to Flexural Load

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but.event.date25.01.2024cs
but.event.titleJuniorstav 2024cs
dc.contributor.authorJurgoš, Matej
dc.contributor.authorBorzovič, Viktor
dc.date.accessioned2024-05-07T08:53:24Z
dc.date.available2024-05-07T08:53:24Z
dc.date.issued2024-05-07cs
dc.description.abstractThis article deals with assessing and comparing deflection and numerical analysis of reinforced concrete beams. The objective is to verify the use of recycled aggregate concrete in structural elements subjected to bending and compare them to identical beams with natural aggregate incorporated. The experiment proved that the reliability factor decreased negligibly. The parametric study confirmed similar deflection values during the experimental process and partially explained the studied parameters.en
dc.formattextcs
dc.format.extent1-10cs
dc.format.mimetypeapplication/pdfen
dc.identifier.citationJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-10. ISBN 978-80-86433-83-7.cs
dc.identifier.doi10.13164/juniorstav.2024.24109en
dc.identifier.isbn978-80-86433-83-7
dc.identifier.urihttps://hdl.handle.net/11012/245449
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.subjectRecycled aggregate concreteen
dc.subjectreinforced beamen
dc.subjectflexural loaden
dc.titleAssessment of Deflection of Reinforced Beams Made of Recycled Aggregate Concrete Subjected to Flexural Loaden
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
eprints.affiliatedInstitution.departmentFakulta stavebnícs
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