Freeze-thaw resistance of concrete with porous aggregate

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dc.contributor.authorPospíchal, Ondřejcs
dc.contributor.authorKucharczyková, Barbaracs
dc.contributor.authorMisák, Petrcs
dc.contributor.authorVymazal, Tomášcs
dc.coverage.issue1cs
dc.coverage.volume2cs
dc.date.issued2010-06-06cs
dc.description.abstractThis paper deals with the influence of periodic freezing on lightweight concrete characteristics. Sets of lightweight concrete prismatic specimens are cyclically frozen in range from +20C to -20C and non-destructively tested after every 25 cycles. Freeze-thaw resistance is determined from measurement of the frost-attacked and non-frost-attacked (referential) specimens. The referential specimens are air/water-cured. Non-destructive methods, especially ultrasonic impulse method and resonance method are used for determination of specimen's degradation. Experiments are finished with destructive test in order to determine the static modulus of elasticity.en
dc.description.abstractThis paper deals with the influence of periodic freezing on lightweight concrete characteristics. Sets of lightweight concrete prismatic specimens are cyclically frozen in range from +20C to -20C and non-destructively tested after every 25 cycles. Freeze-thaw resistance is determined from measurement of the frost-attacked and non-frost-attacked (referential) specimens. The referential specimens are air/water-cured. Non-destructive methods, especially ultrasonic impulse method and resonance method are used for determination of specimen's degradation. Experiments are finished with destructive test in order to determine the static modulus of elasticity.en
dc.formattextcs
dc.format.extent521-529cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2010, vol. 2, issue 1, p. 521-529.en
dc.identifier.doi10.1016/j.proeng.2010.03.056cs
dc.identifier.issn1877-7058cs
dc.identifier.orcid0000-0002-7123-5099cs
dc.identifier.orcid0000-0002-4417-8746cs
dc.identifier.orcid0000-0002-3633-047Xcs
dc.identifier.other49832cs
dc.identifier.researcheridAAM-3121-2020cs
dc.identifier.researcheridAAX-7841-2020cs
dc.identifier.researcheridAAX-7829-2020cs
dc.identifier.scopus36171769500cs
dc.identifier.scopus16744040800cs
dc.identifier.scopus56529451000cs
dc.identifier.urihttp://hdl.handle.net/11012/69366
dc.language.isoencs
dc.publisherElsevier Ltd.cs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttp://www.sciencedirect.com/science/article/pii/S1877705810000573cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 3.0 Unportedcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cs
dc.subjectLightweight concreteen
dc.subjectfreeze-thaw resistanceen
dc.subjectmodulus of elasticityen
dc.subjectnon-destructive testingen
dc.subjectporous aggregateen
dc.subjectLightweight concrete
dc.subjectfreeze-thaw resistance
dc.subjectmodulus of elasticity
dc.subjectnon-destructive testing
dc.subjectporous aggregate
dc.titleFreeze-thaw resistance of concrete with porous aggregateen
dc.title.alternativeFreeze-thaw resistance of concrete with porous aggregateen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-49832en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:45:31en
sync.item.modts2025.10.14 10:06:25en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs

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