Self-compacting concrete, protecting steel reinforcement under cyclic load: evaluation of fatigue crack behavior

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dc.contributor.authorThienpont, Thomascs
dc.contributor.authorDe Corte, Woutercs
dc.contributor.authorSeitl, Stanislavcs
dc.coverage.issue1cs
dc.coverage.volume160cs
dc.date.accessioned2022-05-11T14:54:17Z
dc.date.available2022-05-11T14:54:17Z
dc.date.issued2016-09-07cs
dc.description.abstractThe unique properties of self-compacting concrete of high workability without loss of stability and improved durability allow better protection of steel reinforcement in concrete structures. Recently, fatigue behavior has become more important for the design of constructions due to slimmer structures, which are more sensitive to fatigue loading. This article aims to evaluate the fatigue crack propagation rate in vibrated concrete and self-compacting concrete under different stress ratios using the Paris-Erdogan law, based on crack mouth opening displacement measurement from cyclic three-point bend tests on single edge notched beams.en
dc.formattextcs
dc.format.extent207-213cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2016, vol. 160, issue 1, p. 207-213.en
dc.identifier.doi10.1016/j.proeng.2016.08.882cs
dc.identifier.issn1877-7058cs
dc.identifier.other170444cs
dc.identifier.urihttp://hdl.handle.net/11012/204218
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S1877705816331174cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectSteel Reinforcementen
dc.subjectFatigue Crack Behavioren
dc.subjectSelf-compacting Concreteen
dc.subjectThree-point Bending Testen
dc.subjectParis' Lawen
dc.subjectStress Ratioen
dc.titleSelf-compacting concrete, protecting steel reinforcement under cyclic load: evaluation of fatigue crack behavioren
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-170444en
sync.item.dbtypeVAVen
sync.item.insts2022.05.11 16:54:17en
sync.item.modts2022.05.11 16:14:13en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
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