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dc.contributor.authorVogel , Filip
dc.contributor.authorHolčapek , Ondřej
dc.contributor.authorKonvalinka , Petr
dc.date.accessioned2017-02-09T11:37:19Z
dc.date.available2017-02-09T11:37:19Z
dc.date.issued2016
dc.identifier.citationActa Polytechnica. 2016, vol. 56, no. 4, p. 319-327.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/67275
dc.description.abstractGenerally, cement composites like high-performance concrete (HPC) are very brittle. The resistance to the impact loading of the HPFRC and the HPFRC reinforced by the textile reinforcement are compared in this article. The samples (0.56 × 0.1 × 0.1 m) were experimentally tested in three-point bending, by using horizontal impact machine. The better resistance of the textile reinforced HPFRC is obvious from the collected data (impact force, acceleration of hammer and acceleration of the tested sample).en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/ap/article/view/3526
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjecthigh-performance fibre reinforced concrete (HPFRC)en
dc.subjectTextile reinforcementen
dc.subjectImpacten
dc.subjectDrop heighten
dc.subjectPendulum impact machineen
dc.titleRESPONSE OF HIGHPERFORMANCE FIBRE REINFORCED CONCRETE REINFORCED BY TEXTILE REINFORCEMENT TO IMPACT LOADING
dc.typearticleen
dc.date.updated2017-02-09T11:37:19Z
dc.identifier.doihttps://doi.org/10.14311/AP.2016.56.0328
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Creative Commons Attribution 4.0 International License
Except where otherwise noted, this item's license is described as Creative Commons Attribution 4.0 International License