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dc.contributor.authorÖzbay, Erdoǧan
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.isoengen_US
dc.publisherJapan Concrete Instituteen_US
dc.relationinfo:eu-repo/grantAgreement/TUBITAK/MAG/112M876en_US
dc.relation.isversionof10.3151/jact.11.167en_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.contributor.authorIDTR25839en_US
dc.contributor.iztechauthorErdem, Tahir Kemal
dc.relation.journalJournal of Advanced Concrete Technologyen_US
dc.contributor.departmentİYTE, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume11en_US
dc.identifier.issue5en_US
dc.identifier.startpage167en_US
dc.identifier.endpage179en_US
dc.identifier.wosWOS:000324545900001
dc.identifier.scopusSCOPUS:2-s2.0-84882377076
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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