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dc.contributor.authorLukasenoks, A
dc.contributor.authorCepuritis, Rolands
dc.contributor.authorKrasnikovs, Andrejs
dc.date.accessioned2019-02-19T10:00:31Z
dc.date.available2019-02-19T10:00:31Z
dc.date.created2018-11-11T20:14:42Z
dc.date.issued2018
dc.identifier.citationKey Engineering Materials. 2018, 762 362-367.nb_NO
dc.identifier.issn1013-9826
dc.identifier.urihttp://hdl.handle.net/11250/2586160
dc.description.abstractPolypropylene (PP), nylon and polyvinyl alcohol (PVA) micro-fibres with different geometries were used at 1 vol. % dosage to investigate rheological and mechanical properties of cementitious composites to be used for thin overlays. Slump-flow and visual stability index methods were used to characterise the rheological properties. Single crack tension and bending studies were carried out to evaluate the tensile and bending strength, as well as the post-cracking behaviour. The results show that fibre geometry (L/d ratio and specific surface area) has a pronounced influence on the fresh state rheological properties of the cementitious composites. The results also surprisingly indicated that the nylon fibres are able to significantly increase the pre-cracking tensile and bending strength. All tested composites showed tensile strain softening and insignificant deflection hardening after cracking and a major strength loss. The results indicate single crack tension method to be the most appropriate for evaluation of mechanical properties of cementitious composites used for thin overlays.nb_NO
dc.language.isoengnb_NO
dc.publisherTrans Tech Publicationsnb_NO
dc.titleEffect of the fibre type on the rheological and mechanical properties of cementitious composites for thin overlaysnb_NO
dc.title.alternativeEffect of the fibre type on the rheological and mechanical properties of cementitious composites for thin overlaysnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber362-367nb_NO
dc.source.volume762nb_NO
dc.source.journalKey Engineering Materialsnb_NO
dc.identifier.doi10.4028/www.scientific.net/KEM.762.362
dc.identifier.cristin1629155
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2018 by Trans Tech Publications Trans Tech Publicationsnb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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