Corrosion and Chloride Diffusivity of Reinforced Concrete Cracked under Sustained Flexure

Basit Öğe Kaydı
dc.authoridhttps://orcid.org/0000-0003-4533-8702en_US
dc.authoridhttps://orcid.org/0000-0001-5042-0431en_US
dc.authoridhttps://orcid.org/0000-0002-6296-4126en_US
dc.contributor.authorÖzyurt, Nilüfer
dc.contributor.authorSöylev, Tayfun Altuğ
dc.contributor.authorÖzturan, Turan
dc.contributor.authorPehlivan, Ahmet Onur
dc.contributor.authorNiş, Anıl
dc.date.accessioned2023-09-24T12:14:31Z
dc.date.available2023-09-24T12:14:31Z
dc.date.issued2020en_US
dc.departmentMühendislik ve Mimarlık Fakültesien_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-tocement ratios, two concrete cover thicknesses with and without steel fibers were used. Threepoint 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.identifier.doi10.18400/tekderg.430536en_US
dc.identifier.endpage10337en_US
dc.identifier.issn1300-3453
dc.identifier.issn2822-6836
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://hdl.handle.net/11363/5646
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/440623
dc.identifier.urihttps://doi.org/
dc.identifier.volume31en_US
dc.identifier.wosWOS:000594111600002en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.indekslendigikaynakTR-Dizinen_US
dc.institutionauthorNiş, Anıl
dc.language.isoenen_US
dc.publisherTMMOB İnşaat Mühendisleri Odasıen_US
dc.relation.ispartofTeknik Dergien_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
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.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
10.18400-tekderg.430536-739112.pdf
Boyut:
3.6 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Makale / Article
İndir
Lisans paketi
Listeleniyor 1 - 1 / 1
[ N/A ]
İsim:
license.txt
Boyut:
1.56 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama:
İndir

Koleksiyon

Web of Science ve Scopus Atıf Dizinlerindeki Yayınlar
Scopus İndeksli Yayınlar Koleksiyonu
TR-Dizin İndeksli Yayınlar Koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu