In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Chloride Corrosion of Reinforcing Steel in Cracked Concrete
Author(s): Kiyoshi Okadaand Toyoaki Miyagawa
Publication: Special Publication
Appears on pages(s): 237-254
Keywords: chlorides; concrete durability; corrosion; cracking (fracturing); crack width and spacing; marine atmospheres; reinforced concrete; reinforcing steels; water-cement ratio.
Abstract:This paper deals with corrosion of reinforcing steel, the critical problem for the durability of reinforced concrete structures in marine environment. The results of tests using various electrochemical methods are summarized as follows; (1) As the water cement ratio of concrete increases, the natural potential of reinforcing steel becomes less noble and the electric resistance of wet concrete becomes lower due to low permeability which accelerates the corrosion of reinforcing steel. (2) Cracks in reinforced concrete structures make reinforced concrete so heterogeneous as to cause macrocell corrosion of reinforcing steel. (3) According to the experimental method used here, it may be considered that critical crack width is between 0.1 and 0.2 mm. (4) Water cement ratio influences both the macrocell corrosion rate at cracks, and the mechanism of corrosion. (5) It is concluded that the potential difference between macro anode (vicinity of cracks) and cathode (in concrete) is the electromotive force giving rise to the macrocell corrosion. (6) As the ratio of cathodic area to anodic area increases, the macrocell current density and the corrosion rate at cracks becomes larger.
Click here to become an online Journal subscriber