Effect of Sustained Flexural Loading on Self-Healing of Engineered Cementitious Composites

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dc.authoridLi, Victor/0000-0002-8678-3493
dc.contributor.authorOzbay, Erdogan
dc.contributor.authorSahmaran, Mustafa
dc.contributor.authorYucel, Hasan E.
dc.contributor.authorErdem, Tahir K.
dc.contributor.authorLachemi, Mohamed
dc.contributor.authorLi, Victor C.
dc.date.accessioned2024-09-18T21:06:38Z
dc.date.available2024-09-18T21:06:38Z
dc.date.issued2013
dc.departmentHatay Mustafa Kemal Üniversitesien_US
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 (TUBITAK) of Turkey [MAG-112M876]en_US
dc.description.sponsorshipThe authors gratefully acknowledge the financial assistance of the Scientific and Technical Research Council (TUBITAK) of Turkey provided under Project: MAG-112M876.en_US
dc.identifier.doi10.3151/jact.11.167
dc.identifier.endpage179en_US
dc.identifier.issn1346-8014
dc.identifier.issn1347-3913
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-84882377076en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage167en_US
dc.identifier.urihttps://doi.org/10.3151/jact.11.167
dc.identifier.urihttps://hdl.handle.net/20.500.12483/13740
dc.identifier.volume11en_US
dc.identifier.wosWOS:000324545900001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherJapan Concrete Insten_US
dc.relation.ispartofJournal of Advanced Concrete Technologyen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectHigh Volumesen_US
dc.subjectPermeabilityen_US
dc.subjectConcreteen_US
dc.subjectBehavioren_US
dc.subjectEccen_US
dc.titleEffect of Sustained Flexural Loading on Self-Healing of Engineered Cementitious Compositesen_US
dc.typeArticleen_US

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