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dc.contributor.authorwang, xiao hui
dc.contributor.authorJacobsen, Stefan
dc.contributor.authorLee, Siaw Foon
dc.contributor.authorHe, Jianying
dc.contributor.authorZhang, Zhiliang
dc.date.accessioned2019-05-06T12:44:04Z
dc.date.available2019-05-06T12:44:04Z
dc.date.created2009-11-10T22:42:58Z
dc.date.issued2010
dc.identifier.citationMaterials and Structures. 2010, 43 (1-2), 125-139.nb_NO
dc.identifier.issn1359-5997
dc.identifier.urihttp://hdl.handle.net/11250/2596631
dc.description.abstractTwo sets of parameters known to affect the quality and thickness of the interfacial transition zone (ITZ), i.e. water/binder ratio and content of silica fume were varied in a series of mortars without and with steel fiber. Compressive and three-point bending tests were performed and the dissipated energies were calculated. Nanoindentation characteristics of the steel fiber–matrix and fiber–matrix-aggregate interfacial zones in the steel fiber reinforced mortars were studied. Influence of water/binder ratio, steel fiber, silica fume and ITZ on the strength and toughness of the mortar was analyzed, respectively. It is found that mortar compressive strength can be increased with low volume addition of steel fiber if the air content is well controlled; the interfacial characteristic and microstructural morphology near the fiber surface play a critical role on the three-point bending strength and the toughness of the steel fiber reinforced mortar.nb_NO
dc.language.isoengnb_NO
dc.publisherSpringer Verlagnb_NO
dc.titleEffect of silica fume, steel fiber and ITZ on the strength and fracture behavior of mortarnb_NO
dc.title.alternativeEffect of silica fume, steel fiber and ITZ on the strength and fracture behavior of mortarnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber125-139nb_NO
dc.source.volume43nb_NO
dc.source.journalMaterials and Structuresnb_NO
dc.source.issue1-2nb_NO
dc.identifier.doi10.1617/s11527-009-9475-1
dc.identifier.cristin346359
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2009 by Springernb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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