Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/109911
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhou, M-
dc.creatorHe, X-
dc.creatorWang, H-
dc.creatorWu, W-
dc.creatorHe, J-
dc.creatorWu, C-
dc.date.accessioned2024-11-20T07:30:19Z-
dc.date.available2024-11-20T07:30:19Z-
dc.identifier.urihttp://hdl.handle.net/10397/109911-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.rights© 2024 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Zhou, M., He, X., Wang, H., Wu, W., He, J., & Wu, C. (2024). Experimental study of mechanism properties of interfacial transition zones in steel fiber reinforced concrete. Case Studies in Construction Materials, 20, e02954 is available at https://doi.org/10.1016/j.cscm.2024.e02954.en_US
dc.subjectAggregateen_US
dc.subjectBi-material hybrid specimensen_US
dc.subjectFracture propertyen_US
dc.subjectInterfacial transition zonesen_US
dc.subjectSteel fiber reinforced concreteen_US
dc.titleExperimental study of mechanism properties of interfacial transition zones in steel fiber reinforced concreteen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume20-
dc.identifier.doi10.1016/j.cscm.2024.e02954-
dcterms.abstractTo investigate the effects of steel fibers on the macroscopic mechanical properties, fracture properties and microstructure of the interfacial transition zones (ITZs) in concrete, composite spilt tensile and three-point bending specimens with three different volume fractions of steel fibers (0.5%, 1.0%, and 1.5%) and two types of rock aggregates (Limestone, Granite) were tested, and the fiber- cement paste and reinforced cement paste-aggregate interfacial transition zone microstructure by scanning electron microscopy (SEM). The results show that SF affects the mechanical properties of ITZ on different rock surfaces by different mechanisms, and the high volume content of steel fibers (≥ 1.5%) significantly reduces the tensile strength, fracture energy and fracture toughness in the transition zone.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCase studies in construction materials, July 2024, v. 20, e02954-
dcterms.isPartOfCase studies in construction materials-
dcterms.issued2024-07-
dc.identifier.scopus2-s2.0-85184019990-
dc.identifier.artne02954-
dc.description.validate202411 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextScience and Technology Project of the Department of Transportation of Hubei Province; National Natural Science Foundation of China; Fundamental Research Funds for the Central Universitiesen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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