Analysis of concrete taken from a loaded column by determining the modulus of elasticity

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dc.contributor.authorHrabová, Kristýnacs
dc.contributor.authorCikrle, Petrcs
dc.contributor.authorOlejková, Sabinacs
dc.contributor.authorKocáb, Daliborcs
dc.coverage.volume47cs
dc.date.accessioned2024-10-14T09:03:41Z
dc.date.available2024-10-14T09:03:41Z
dc.date.issued2024-05-16cs
dc.description.abstractSustainability places an emphasis on preserving and using existing structures, particularly those that are historically or artistically valuable. The preservation of buildings is closely related to a good assessment of their condition. When making a diagnosis, it is suitable to use non-destructive methods to the greatest extent possible. However, these must also be complemented by core samples, which can be used to determine not only the compressive strength but also other important properties. The paper focuses on the evaluation of a reinforced concrete column that was gradually loaded until failure occurred. During loading, the quality of the concrete throughout the column was monitored using the ultrasonic pulse velocity method and, after loading was finished, the cores were taken from the column. The specimens, obtained from the core samples, were then carefully analysed using both non-destructive and destructive tests. The conclusion describes a possible approach to the assessment of concrete using a core examination.en
dc.formattextcs
dc.format.extent47-52cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationActa Polytechnica CTU Proceedings. 2024, vol. 47, p. 47-52.en
dc.identifier.doi10.14311/APP.2024.47.0047cs
dc.identifier.isbn978-80-01-07309-4cs
dc.identifier.issn2336-5382cs
dc.identifier.orcid0000-0003-2078-1898cs
dc.identifier.orcid0000-0001-8980-298Xcs
dc.identifier.orcid0000-0002-7368-3688cs
dc.identifier.orcid0000-0002-8273-4571cs
dc.identifier.other188841cs
dc.identifier.researcheridAAY-3203-2020cs
dc.identifier.researcheridAAY-3913-2020cs
dc.identifier.researcheridAAW-8720-2020cs
dc.identifier.scopus57203485312cs
dc.identifier.scopus57209888014cs
dc.identifier.scopus56721310500cs
dc.identifier.urihttps://hdl.handle.net/11012/249498
dc.language.isoencs
dc.publisherCzech Technical University in Praguecs
dc.relation.ispartofActa Polytechnica CTU Proceedingscs
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/9852cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2336-5382/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectConcreteen
dc.subjectcolumnen
dc.subjectloaden
dc.subjectultrasonic pulse velocityen
dc.titleAnalysis of concrete taken from a loaded column by determining the modulus of elasticityen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-188841en
sync.item.dbtypeVAVen
sync.item.insts2024.10.14 11:03:41en
sync.item.modts2024.09.20 15:32:09en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs
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