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Self-Healing Performance of Aged Cementitious Composites

dc.contributor.authorYıldırım, Gürkan
dc.contributor.authorKhiavi, Arash Hamidzadeh
dc.contributor.authorYeşilmen, Seda
dc.contributor.authorŞahmaran, Mustafa
dc.contributor.authorID177291tr_TR
dc.date.accessioned2020-03-31T07:49:31Z
dc.date.available2020-03-31T07:49:31Z
dc.date.issued2018
dc.departmentÇankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThis study investigates the autogenous self-healing capability of one-year-old engineered cementitious composites (ECC) with different mineral admixtures to understand whether self-healing performance in late ages is similar to that of early ages. Sound and severely pre-cracked specimens were subjected to different environmental conditions including water, air, "CO2-water," and "CO2-air" for one year plus 90 days of initial curing. Self-healing performance of ECC mixtures was assessed in terms of crack characteristics, electrical impedance testing, rapid chloride permeability testing and microstructural analysis. Laboratory findings showed that the presence of water is crucial for enhanced autogenous self-healing effectiveness, regardless of mixture composition. "CO2-water" curing resulted in the best self-healing performance of all curing conditions, which was confirmed with results from different performance tests throughout the experimental study. By further curing specimens under "CO2-water" (depending on the ECC mixture composition), cracks as wide as half a millimeter (458 mu m) were easily closed by autogenous self-healing within only 30 days of further curing, and all cracks closed completely after 90 days. Because high levels of CO2 emission are a global problem, the effectiveness of "CO2-water" curing in closing microcracks of aged cementitious composites specimens through autogenous self-healing can help reduce the increasing pace of CO2 release. The results of this study clearly suggest that late-age autogenous self-healing rates of ECC specimens can be significantly enhanced with proper further environmental conditioning and mixture design. (C) 2018 Elsevier Ltd. All rights reserved.en_US
dc.description.publishedMonth3
dc.identifier.citationYildirim, Gurkan...et al. "Self-healing performance of aged cementitious composites", Cement & Concrete Composites, Vol 87, pp. 172-186, (2018)en_US
dc.identifier.doi10.1016/j.cemconcomp.2018.01.004
dc.identifier.endpage186en_US
dc.identifier.issn0958-9465
dc.identifier.startpage172en_US
dc.identifier.urihttp://hdl.handle.net/20.500.12416/2795
dc.identifier.volume87en_US
dc.language.isoenen_US
dc.publisherElsevier SCI LTDen_US
dc.relation.ispartofCement & Concrete Compositesen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEngineered Cementitious Composites (ECC)en_US
dc.subjectSelf-Healingen_US
dc.subjectCuring Conditionsen_US
dc.subjectElectrical İmpedanceen_US
dc.subjectRapid Chloride Permeabilityen_US
dc.titleSelf-Healing Performance of Aged Cementitious Compositestr_TR
dc.titleSelf-Healing Performance of Aged Cementitious Compositesen_US
dc.typeArticleen_US
dspace.entity.typePublication

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