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: Strength of High-Performance Concrete in Columns—Factors and Effect of Placing Method
Author(s): J. R. Casas, R. Gettu, L. Agullo, and B. Toralles-Carbonari
Publication: Special Publication
Appears on pages(s): 451-553
Keywords: compressive strength; core strength; high=performance concrete; reliability
Abstract:The influence of the type of placing of concrete (free fall or compacted layers) in vertical elements on the mean value of the compressive strength, as well as its variability is investigated in the present work, with comparisons of normal (NSC) and high-performance (HPC) concretes. The experimental program consists of the fabrication of NSC and HPC columns with steel reinforcement placed under two extreme conditions, and the extraction and testing of cores from different heights. From these results, the corresponding strength reduction factor to be applied to concrete is obtained for NSC and HPC with the condition that the same safety level is to be obtained in both cases. The study covers the range of target reliability indices from 3.5 to 5. The extreme values of the sensitivity factor of the random variable concrete strength are also considered. The main conclusion that can be drawn is that the reduction factors used in design codes or normal concretes do not apply to HPC since its final strength is more sensitive to the placing conditions. However, due to the limited number of tests performed, further and more extensive results are necessary to calibrate a value of the strength reduction factor for the design codes.
Click here to become an online Journal subscriber