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 Compression Splices: A Reevaluation of Test Data
Author(s): John Cairns
Publication: Journal Proceedings
Appears on pages(s): 510-516
Keywords: building codes; columns (supports); compression; deformed rein-forcement;evaluation; lap connections; reinforced concrete; splicing; strength;tests; walls.
Abstract:An equation is developed for the strength of lapped splices of deformed bars in compression. This equation is similar to one previously derived for tension splices and reflects the influence of concrete strength, splice length, bar diameter, and transverse reinforcement. The relative importance of these factors for tension and compression splices is discussed. A comparison shows that current code provisions may require splices 30 percent shorter than calcu-lated by the equation. Development of the equation could lead to an approach to the design of compression splices consistent with that proposed for tension splices.
Click here to become an online Journal subscriber