Corrosion and Chloride Diffusivity of Reinforced Concrete Cracked under Sustained Flexure

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dc.authoridZihnioğlu, Nilufer Özyurt/0000-0003-4533-8702en_US
dc.authoridPehlivan, Ahmet Onur/0000-0002-6296-4126en_US
dc.authoridZihnioğlu, Nilufer Özyurt/0000-0003-4533-8702en_US
dc.authoridSoylev, Tayfun Altug/0000-0001-5042-0431en_US
dc.contributor.authorÖzyurt, Nilufer
dc.contributor.authorSoylev, Tayfun Altug
dc.contributor.authorÖzturan, Turan
dc.contributor.authorPehlivan, Ahmet Onur
dc.contributor.authorNis, Anil
dc.date.accessioned2024-07-12T21:37:59Z
dc.date.available2024-07-12T21:37:59Z
dc.date.issued2020en_US
dc.department[Belirlenecek]en_US
dc.description.abstractThis research discusses the chloride diffusivity of concrete as well as corrosion performance of rebars in cracked and uncracked states. Prismatic concrete specimens with two water-to-cement ratios, two concrete cover thicknesses with and without steel fibers were used. Three-point flexural loading was applied to form cracks and cracks were sustained by a bolt system. Half-cell potential and corrosion rate measurements were carried out following wetting drying cycles in chloride environment which were continued for 80 weeks. The positive effects of lower water-to-cement ratio and greater cover depth were found to be surpassed by existence of cracks in concrete.en_US
dc.description.sponsorshipTUBITAK [110M-264]en_US
dc.description.sponsorshipThe authors gratefully acknowledge the financial support of TUBITAK (110M-264). They also would like to thank to AKCANSA Cement, BASF-YKS Construction Chemicals and LIMAK Construction for providing materials used to produce specimens and Bogazici University Construction Materials Lab. personnel Umit Melep for his most sincere efforts during experiments.en_US
dc.identifier.doi10.18400/tekderg.430536
dc.identifier.endpage10337en_US
dc.identifier.issn1300-3453
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85087156290en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage10315en_US
dc.identifier.trdizinid440623en_US
dc.identifier.urihttps://doi.org/10.18400/tekderg.430536
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/440623
dc.identifier.urihttps://hdl.handle.net/20.500.12415/7014
dc.identifier.volume31en_US
dc.identifier.wosWOS:000594111600002en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.language.isoenen_US
dc.publisherTurkish Chamber Civil Engineersen_US
dc.relation.ispartofTeknik Dergien_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.snmzKY04356
dc.subjectCorrosionen_US
dc.subjectCracked Concreteen_US
dc.subjectCorrosion Rateen_US
dc.subjectChloride Profilesen_US
dc.subjectDiffusion Coefficienten_US
dc.subjectFibersen_US
dc.subjectSustained Crack Widthen_US
dc.subjectSustained Flexureen_US
dc.titleCorrosion and Chloride Diffusivity of Reinforced Concrete Cracked under Sustained Flexureen_US
dc.typeArticle
dspace.entity.typePublication

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