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dc.contributor.authorGoremikins V.
dc.contributor.authorBlesák L.
dc.contributor.authorNovák J.
dc.contributor.authorWald F.
dc.date.accessioned2021-03-30T09:49:54Z
dc.date.available2021-03-30T09:49:54Z
dc.date.issued2017
dc.identifierV3S-235877
dc.identifier.citationGOREMIKINS, V., et al. Experimental Investigation on SFRC behaviour under elevated temperature. Journal of Structural Fire Engineering. 2017, 2017 287-299. ISSN 2040-2317. DOI 10.1108/JSFE-05-2017-0034.
dc.identifier.issn2040-2317 (print)
dc.identifier.urihttp://hdl.handle.net/10467/94039
dc.description.abstractSteel fibres being added to a concrete mixture lead to an overall improvement of such a mixture considering several factors, such as mechanical resistance, fire resistance, creep stability and other. Besides steel fibres, fibres of other material basis, such as polymer or glass, are added to concrete and so help to improve the overall workability of SFRC – steel fibre reinforced concrete. Various volume contents of steel fibres in combination with e.g. polymer fibres offer a wide variety of SFRC material properties under both ambient and elevated temperature.eng
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherMulti-Science Publishing Co Ltd
dc.relation.ispartofJournal of Structural Fire Engineering
dc.subjectSFRC material behavioureng
dc.subjectelevated temperatureeng
dc.subjectfour-point bending testeng
dc.subjectcrack opening displacementeng
dc.titleExperimental Investigation on SFRC behaviour under elevated temperatureeng
dc.typečlánek v časopisecze
dc.typejournal articleeng
dc.identifier.doi10.1108/JSFE-05-2017-0034
dc.relation.projectidinfo:eu-repo/grantAgreement/Czech Science Foundation/GA/GA15-19073S/CZ/Models of steel and fibre concrete composite columns exposed to fire/SFRCCC
dc.rights.accessclosedAccess
dc.identifier.wos000412487000004
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion
dc.identifier.scopus2-s2.0-85027457136


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