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dc.contributor.authorBrun, Marte Beheim
dc.contributor.authorShpak, Andrei
dc.contributor.authorJacobsen, Stefan
dc.date.accessioned2021-10-26T13:55:18Z
dc.date.available2021-10-26T13:55:18Z
dc.date.created2021-06-21T16:09:50Z
dc.date.issued2021
dc.identifier.citationNordic Concrete Research. 2021, 2 (64), 53-68.en_US
dc.identifier.issn0800-6377
dc.identifier.urihttps://hdl.handle.net/11250/2825785
dc.description.abstractThickness (T), Length (L), Width (W) and size distribution of scaled concrete particles in frost testing were measured. T (mm) increases with particle size surprisingly similarly for different concrete qualities and frost test methods. 2T/(L+W) reduces as function of size and is lowest for the largest particles of the salt scaling test: 0.1 – 0.15 but increases if large aggregate particles scale. Particle size distributions from salt frost testing peak for particles of 1-2 mm. The particles are flakier compared to particles from freeze/thaw in water which also have flatter size distribution no matter type of concrete or degree of damage. Scaling in water is not so efficiently reduced by air voids despite protecting very efficiently against internal damage and scaling in salt frost testing. Comparisons with T predicted by the glue spall model (≈3/4 x ice thickness) and the air void dependent (≈3x critical air void spacing) model proposed by Fagerlund are difficult due to the size dependent flake thickness. Image analysis could well describe shape. Further studies of concrete flake thickness scaled at varying thickness of ice layers are proposed.en_US
dc.language.isoengen_US
dc.publisherSciendoen_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleShape and Size of Particles Scaled from Concrete Surfaces during Salt Frost Testing and Rapid Freeze/thaw in Wateren_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber53-68en_US
dc.source.volume2en_US
dc.source.journalNordic Concrete Researchen_US
dc.source.issue64en_US
dc.identifier.doi10.2478/ncr-2021-0001
dc.identifier.cristin1917435
dc.relation.projectNorges forskningsråd: 245645en_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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