Vis enkel innførsel

dc.contributor.authorBerrocal, Carlos G.
dc.contributor.authorHornbostel, Karla
dc.contributor.authorGeiker, Mette Rica
dc.contributor.authorLöfgren, Ingemar
dc.contributor.authorLundgren, Karin
dc.contributor.authorBekas, Dimitrios G.
dc.date.accessioned2018-12-11T11:26:55Z
dc.date.available2018-12-11T11:26:55Z
dc.date.created2018-03-22T10:40:13Z
dc.date.issued2018
dc.identifier.citationCement & Concrete Composites. 2018, 89 216-229.nb_NO
dc.identifier.issn0958-9465
dc.identifier.urihttp://hdl.handle.net/11250/2577100
dc.description.abstractThis paper reports results from experiments aimed at better understanding the influence of fibre dosage and fibre geometry on the AC frequency needed to determine the DC resistivity of cementitious materials containing steel fibres. Impedance spectroscopy and DC galvanodynamic measurements were performed on mortar prisms with varying fibre reinforcement to determine the matrix resistivity (related to ionic current within the pore solution) and composite resistivity (accounting for both ionic current and electronic current through the fibres). The results showed that adding steel fibres did not significantly affect the DC nor the AC matrix resistivity of the mortar prisms. However, the steel fibres yielded a drastic reduction of the frequency associated to the AC matrix resistivity from ∼1 kHz in plain mortar to ∼1 Hz in steel fibre reinforced mortar. These findings revealed the need to adequately adjust the frequency in AC resistivity measurements of steel fibre reinforced cementitious materials.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleElectrical resistivity measurements in steel fibre reinforced cementitious materialsnb_NO
dc.title.alternativeElectrical resistivity measurements in steel fibre reinforced cementitious materialsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber216-229nb_NO
dc.source.volume89nb_NO
dc.source.journalCement & Concrete Compositesnb_NO
dc.identifier.doi10.1016/j.cemconcomp.2018.03.015
dc.identifier.cristin1574906
dc.description.localcode© 2018. This is the authors’ accepted and refereed manuscript to the article. Locked until 19.3.2020 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel

Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
Med mindre annet er angitt, så er denne innførselen lisensiert som Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal