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dc.contributor.authorWang, Xiao Hui
dc.contributor.authorJacobsen, Stefan
dc.contributor.authorHe, Jianying
dc.contributor.authorZhang, Zhiliang
dc.contributor.authorLee, Siaw Foon
dc.contributor.authorLein, Hilde Lea
dc.date.accessioned2019-01-21T14:32:56Z
dc.date.available2019-01-21T14:32:56Z
dc.date.created2009-11-10T22:12:52Z
dc.date.issued2009
dc.identifier.citationCement and Concrete Research. 2009, 39 (8), 701-715.nb_NO
dc.identifier.issn0008-8846
dc.identifier.urihttp://hdl.handle.net/11250/2581611
dc.description.abstractThe characteristics of the profiles of elastic modulus and hardness of the steel fiber–matrix and fiber–matrix– aggregate interfacial zones in steel fiber reinforced mortars have been investigated by using nanoindentation and Scanning Electron Microscopy (SEM), where two sets of parameters, i.e. water/binder ratio and content of silica fume were considered. Different interfacial bond conditions in the interfacial transition zones (ITZ) are discussed. For sample without silica fume, efficient interfacial bonds across the steel fiber–matrix and fiber–matrix–aggregate interfaces are shown in low water/binder ratio mortar; while in high water/binder ratio mortar, due to the discontinuous bleeding voids underneath the fiber, the fiber–matrix bond is not very good. On the other hand, for sample with silica fume, the addition of 10% silica fume leads to no distinct presence of weak ITZ in the steel fiber–matrix interface; but the effect of the silica fume on the steel fiber– matrix–aggregate interfacial zone is not obvious due to voids in the vicinity of steel fiber. © 2009 Published by Elsevier Ltd.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleApplication of nanoindentation testing to study of the interfacial transition zone in steel fiber reinforced mortarnb_NO
dc.title.alternativeApplication of nanoindentation testing to study of the interfacial transition zone in steel fiber reinforced mortarnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber701-715nb_NO
dc.source.volume39nb_NO
dc.source.journalCement and Concrete Researchnb_NO
dc.source.issue8nb_NO
dc.identifier.doi10.1016/j.cemconres.2009.05.002
dc.identifier.cristin344410
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2009 by Elseviernb_NO
cristin.unitcode194,64,45,0
cristin.unitcode194,66,35,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.unitnameInstitutt for materialteknologi
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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