Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5243
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dc.contributor.authorÖzbay, Erdogan-
dc.contributor.authorŞahmaran, Mustafa-
dc.contributor.authorYücel, Hasan Erhan-
dc.contributor.authorErdem, Tahir Kemal-
dc.contributor.authorLachemi, Mohamed-
dc.contributor.authorLi, Victor C.-
dc.date.accessioned2017-04-06T08:28:05Z-
dc.date.available2017-04-06T08:28:05Z-
dc.date.issued2013-05-
dc.identifier.citationÖzbay, E., Şahmaran, M., Yücel, H.E., Erdem, T.K., Lachemi, M., and Li, V.C. (2013). Effect of sustained flexural loading on self-healing of engineered cementitious composites. Journal of Advanced Concrete Technology, 11(5),167-179. doi:10.3151/jact.11.167en_US
dc.identifier.issn1346-8014-
dc.identifier.urihttps://doi.org/10.3151/jact.11.167-
dc.identifier.urihttp://hdl.handle.net/11147/5243-
dc.description.abstractThis paper aims to clarify the effects of sustained flexural loading on the self-healing behavior of Engineered Cementitious Composites (ECC). Prismatic specimens of ECC mixtures with two different levels of Class-F fly ash content were cast. Flexural loading was applied to the specimens at 28 days age to generate severe amount of microcracks. The specimens were then stored under continuous water or air exposures with or without sustained mechanical loading, for up to 90 days. For specimens under sustained mechanical loading, the applied sustained load level was 60% of the ultimate flexural strength. The extent of damage was determined as a percentage of loss in mechanical properties. The influences of different exposure regimes and sustained mechanical loading on mechanical properties of ECC mixtures were investigated. Microstructural changes within the microcracks were also analyzed.en_US
dc.description.sponsorshipScientific and Technical Research Council of Turkey (MAG-112M876)en_US
dc.language.isoenen_US
dc.publisherJapan Concrete Instituteen_US
dc.relationinfo:eu-repo/grantAgreement/TUBITAK/MAG/112M876en_US
dc.relation.ispartofJournal of Advanced Concrete Technologyen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAir exposureen_US
dc.subjectEngineered cementitious composite (ECC)en_US
dc.subjectFlexural loadingen_US
dc.subjectUltimate flexural strengthen_US
dc.subjectFly ashen_US
dc.titleEffect of sustained flexural loading on self-healing of engineered cementitious compositesen_US
dc.typeArticleen_US
dc.authoridTR25839en_US
dc.institutionauthorErdem, Tahir Kemal-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume11en_US
dc.identifier.issue5en_US
dc.identifier.startpage167en_US
dc.identifier.endpage179en_US
dc.identifier.wosWOS:000324545900001en_US
dc.identifier.scopus2-s2.0-84882377076en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.3151/jact.11.167-
dc.relation.doi10.3151/jact.11.167en_US
dc.coverage.doi10.3151/jact.11.167en_US
dc.identifier.wosqualityQ3-
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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