Corrosion and Chloride Diffusivity of Reinforced Concrete Cracked under Sustained Flexure
Yükleniyor...
Tarih
2020
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
TMMOB İnşaat Mühendisleri Odası
Erişim Hakkı
info:eu-repo/semantics/openAccess
Attribution-NonCommercial-NoDerivs 3.0 United States
Attribution-NonCommercial-NoDerivs 3.0 United States
Özet
This 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.
Açıklama
Anahtar Kelimeler
Corrosion, cracked concrete, corrosion rate, chloride profiles, diffusion coefficient, fibers, sustained crack width, sustained flexure
Kaynak
Teknik Dergi
WoS Q Değeri
Q4
Scopus Q Değeri
Q3
Cilt
31
Sayı
6
