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: Design Formats for Chloride Service Lifetime Based on Probabilistic Modeling and Analysis
Author(s): B. J. Leira, O. Skjolsvold, J. Lindgard, and F. Fluge
Publication: Special Publication
Appears on pages(s): 685-700
Keywords: chloride; design format; full-scale measurements; lifetime; probabilistic modeling and analysis
Abstract:The parameters that are relevant for prediction of service lifetime with respect to chloride ingress, are associated with large uncertainties. The present paper summarizes statistical distributions for relevant parameters based on full-scale measurements from the Gimsoystraumen bridge in Norway. A large. number of chloride profiles are available, and for each of these the diffusion coefficient and surface concentration are estimated. Extensive measurements of concrete cover are also performed. These probability distributions are subsequently employed as input to a prediction model for chloride concentration at the steel reinforcement. Since the input parameters are represented in probabilistic terms, the chloride concentration is also a stochastic quantity. The probability of exceeding the critical threshold can accordingly be determined as a function of time. A design format which reflects the statistical properties of the relevant parameters is considered.
Click here to become an online Journal subscriber