Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/2454
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dc.contributor.authorAkın, Arife-
dc.date.accessioned2022-05-23T20:23:39Z-
dc.date.available2022-05-23T20:23:39Z-
dc.date.issued2022-
dc.identifier.issn1464-4177-
dc.identifier.issn1751-7648-
dc.identifier.urihttps://doi.org/10.1002/suco.202100458-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/2454-
dc.description.abstractThe self-healing behavior of concrete elements with high risk of crack formation under various conditions from the moment of production has become a very important issue. In this study, the effectiveness of nano silica (NS) curing solutions in terms of self-healing behavior in engineered cementitious composites (ECC) was investigated. For this purpose, precuring was applied to the cementitious composite mixture prepared with four different contents for 7, 28, and 90 days and then half of the specimens were exposed to damage to certain extents of the mechanical strength loads. Half of the specimens were left in a 2% solution of NS for a further period of 7, 30, 60, and 90 days, and another portion was left in curing only in water (W). The mechanical properties of the sound and preloaded specimens were investigated with compressive and flexural tests, and the improvements in permeability were investigated with the help of water absorption and sorptivity tests. As a result of the experimental studies, it was observed that the nano silica solution applied to the specimens during the curing phase caused a more effective and rapid healing in the mechanical and permeability properties of the composites when compared with the water curing.en_US
dc.description.sponsorshipScientific and Technical Research Council of Turkey (TuBTAK) [MAG-116M003]en_US
dc.description.sponsorshipThe author would like to graciously thank the financial assistance of the Scientific and Technical Research Council of Turkey (TuBTAK) provided under Project: MAG-116M003.en_US
dc.language.isoenen_US
dc.publisherErnst & Sohnen_US
dc.relation.ispartofStructural Concreteen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectengineered cementitious compositesen_US
dc.subjectfly ashen_US
dc.subjectmechanical and permeability propertiesen_US
dc.subjectnano silica cureen_US
dc.subjectself-healingen_US
dc.subjectMicro-Cracked Eccen_US
dc.subjectSurface-Treatmenten_US
dc.subjectWater Permeabilityen_US
dc.subjectBehavioren_US
dc.subjectConcreteen_US
dc.subjectPerformanceen_US
dc.subjectCapabilityen_US
dc.titleMechanical and permeability properties on self-healing of cementitious composites effect of nano silica cureen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/suco.202100458-
dc.identifier.scopus2-s2.0-85123956107en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Maden Mühendisliği Bölümüen_US
dc.authoridAkin, Arife/0000-0002-8062-2891-
dc.identifier.wosWOS:000749265400001en_US
dc.institutionauthorAkın, Arife-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextembargo_20300101-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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