Corrosion Performance of Various Reinforced Concretes Subjected to a Systematic Wetting-Drying Cycle Regime in Real Marine Environment

dc.authorid YAZICI, HALİT/0000-0002-0921-9709
dc.authorid Beglarigale, Ahsanollah/0000-0002-4842-4289
dc.authorscopusid 55766955500
dc.authorscopusid 8396418300
dc.authorscopusid 8396418500
dc.authorwosid YAZICI, HALİT/Q-2106-2019
dc.authorwosid Beglarigale, Ahsanollah/U-7339-2018
dc.contributor.author Beglarigale, Ahsanollah
dc.contributor.author Huseyin, Yigiter
dc.contributor.author Yazici, Halit
dc.date.accessioned 2024-05-25T11:38:00Z
dc.date.available 2024-05-25T11:38:00Z
dc.date.issued 2023
dc.department Okan University en_US
dc.department-temp [Beglarigale, Ahsanollah] Istanbul Okan Univ, Dept Civil Engn, TR-34959 Istanbul, Turkiye; [Huseyin, Yigiter; Yazici, Halit] Dokuz Eylul Univ, Dept Civil Engn, TR-35390 Izmir, Turkiye en_US
dc.description YAZICI, HALİT/0000-0002-0921-9709; Beglarigale, Ahsanollah/0000-0002-4842-4289 en_US
dc.description.abstract This study contributes to the understanding of the chloride-induced corrosion of steel rebars embedded in various concretes. Concrete specimens were exposed to systematic wetting-drying cycles in real seawater via a platform installed on a pier. Various mixtures were designed using three different cement types and two binder dosages (therefore two water/cement ratios) with and without fly ash. The strength development and electrical conductivity of the mixtures were assessed prior to the cycles. The dimensional stability, flexural strength, compressive strength, and chloride penetration depth of plain concretes were scrutinized during the cycles. The corrosion processes of 360 RC specimens with three different cover thicknesses were monitored. The test results revealed that increasing the dosage of cement, and therefore decreasing the water/cement ratio, was a more effective corrosion-mitigation approach than was the utilization of fly ash or enhancing physical protection. en_US
dc.description.sponsorship Scientific and Technological Research Council of Turkey [112M899] en_US
dc.description.sponsorship AcknowledgmentsThis study was supported by the Scientific and Technological Research Council of Turkey (TUBITAK, Project Code 112M899). The authors gratefully acknowledge the financial support of TUBITAK. Special thanks also are given to Bursa Beton A. S, A. Hilmi Aytac (M.Sc.C.Eng), and H. Levent Sevin for the outstanding and generous support throughout this study. The authors also grateful are for the valuable support of Farhad Ghajeri (M.Sc.C.Eng) during the experiments. en_US
dc.identifier.citationcount 0
dc.identifier.doi 10.1061/(ASCE)MT.1943-5533.0004707
dc.identifier.issn 0899-1561
dc.identifier.issn 1943-5533
dc.identifier.issue 5 en_US
dc.identifier.scopus 2-s2.0-85148699641
dc.identifier.scopusquality Q2
dc.identifier.uri https://doi.org/10.1061/(ASCE)MT.1943-5533.0004707
dc.identifier.uri https://hdl.handle.net/20.500.14517/1237
dc.identifier.volume 35 en_US
dc.identifier.wos WOS:001025877400018
dc.identifier.wosquality Q2
dc.institutionauthor Beglarigale A.
dc.language.iso en
dc.publisher Asce-amer Soc Civil Engineers en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 1
dc.subject Marine environment en_US
dc.subject Reinforcement corrosion en_US
dc.subject Permeability of concrete en_US
dc.subject Seawater en_US
dc.subject Chloride penetration en_US
dc.title Corrosion Performance of Various Reinforced Concretes Subjected to a Systematic Wetting-Drying Cycle Regime in Real Marine Environment en_US
dc.type Article en_US
dc.wos.citedbyCount 1

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