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: Monte Carlo Study of Strength of Concrete Columns
Author(s): Leon H. Grant, Sher Ali Mirza, and
James G. MacGregor
Publication: Journal Proceedings
Appears on pages(s): 348-358
Keywords: columns (supports); compressive strength; computer programs; eccentricity; reinforced concrete; reinforcing steels: short columns; statistical analysis; stress-strain relationships; tied columns.
Abstract:The strength of a reinforced concrete column is affected by the variations in the strength of the concrete and steel, the cross section dimensions of the concrete and steel, and the location of steel reinforcement. The effects of these variables on the variability of the ultimate strength of rectangular reinforced concrete tied short columns were studied using the Monte Carlo technique for random simulation. The results of this study indicate that the specified concrete strength and the steel ratio have a significant influence on the distribution properties of the column strength.
Click here to become an online Journal subscriber