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
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: Accelerated Corrosion Testing Results for Specimens Containing Uncoated Reinforcing Steel and Corrosion Inhibitors
Author(s): I. L. Kondratova, P. Montes, and T. W. Bremner
Publication: Special Publication
Appears on pages(s): 789-806
Keywords: corrosion; cracking (fracturing); high-performance concrete
Abstract:Concrete slabs containing uncoated reinforcing bars were cast with a concrete cover of 20 mm. The W/C was either .25, .40, and .60. A simulated crack .4-mm wide was formed transverse to the axis of the reinforcing bar. Three types of commercial corrosion inhibitors were added to concrete mixtures for corrosion protection. Slabs were placed in an accelerated exposure cabinet with four cycles of wetting and drying per day in simulated seawater. The corrosion rates were measured using the linear polarization technique. Some of the concrete slabs were broken open at the end of the exposure period and corrosion damage was evaluated. Water-soluble chloride content analysis in the rebar trace was performed at the end of the exposure period for all of the examined specimens. The various types of corrosion inhibitors showed a wide variation in performance and their effectiveness was also found to be particularly sensitive to addition rate. In general all had a greater effectiveness in reducing corrosion rate in a higher water-to-cement ratio concrete than in a lower water-to-cement ratio concrete. Only calcium nitrite at an addition rate of 25 L/m3 provided some level of consistent performance in reducing the corrosion rate in .60 and .40 water-to-cement ratio concrete for uncracked and precracked specimens.
Click here to become an online Journal subscriber