Fracture parameters of concrete after exposure to high temperatures: pilot tests

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dc.contributor.authorŠimonová, Hanacs
dc.contributor.authorHalfar, Petrcs
dc.contributor.authorRozsypalová, Ivacs
dc.contributor.authorDaněk, Petrcs
dc.contributor.authorKeršner, Zbyněkcs
dc.coverage.volume107cs
dc.date.accessioned2021-03-04T15:54:16Z
dc.date.available2021-03-04T15:54:16Z
dc.date.issued2017-05-24cs
dc.description.abstractExperimental concrete panels were after an appropriate aging time loaded by high temperatures (550, 600, 800 and 1000 °C) in a furnace intended for fire tests of building materials. These panels were heated according to the standard temperature-time curve according to EN 1991-1-2. One of panels was a reference without temperature load. Test specimens were obtained as cores drilled out from panels after performing fire tests. The cylindrical specimens were provided with a central chevron type notch and subsequently tested in three-point bending fracture test. The load versus displacement (deflection in the middle of span) diagrams were recorded during testing and basic fracture parameters were subsequently evaluated.en
dc.formattextcs
dc.format.extent1-6cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationMATEC Web of Conferences. 2017, vol. 107, p. 1-6.en
dc.identifier.doi10.1051/matecconf/201710700039cs
dc.identifier.issn2261-236Xcs
dc.identifier.other136220cs
dc.identifier.urihttp://hdl.handle.net/11012/196424
dc.language.isoencs
dc.publisherEDP Sciencescs
dc.relation.ispartofMATEC Web of Conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2017/21/matecconf_dyn2017_00039/matecconf_dyn2017_00039.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2261-236X/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectconcreteen
dc.subjecthigh temperaturesen
dc.subjectfracture parametersen
dc.subjectcore drillen
dc.titleFracture parameters of concrete after exposure to high temperatures: pilot testsen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-136220en
sync.item.dbtypeVAVen
sync.item.insts2021.03.04 16:54:16en
sync.item.modts2021.03.04 16:14:57en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs
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