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 Lapped Splices in
Reinforced Concrete Columns
Author(s): J . Cairns and P. D. Arthur
Publication: Journal Proceedings
Appears on pages(s): 277-296
Keywords: bond (concrete to reinforcement); columns (supports); compressive strength; deformed reinforcement; lap connections; reinforced concrete; splicing; stress-strain relationships; ties (reinforcement).
Abstract:Results of 51 tests on full scale columns with main reinforcement lap-spliced are presented. Difficulties in evaluating the strength of these specimens led to the development of an alternative method of calculation based on the stress-strain relationship for the concrete. The contribution of the end bearing of the reinforcement is evaluated, and the influence of splice length, concrete strength, and positioning of ties on splice strength is discussed. It is shown that bond strength and end bearing strength may each be regarded as the sum of two components, one related to bursting force and the other to concrete strength. A new type of bond test is used to show that more heavily ribbed bars develop greater average bond stresses.
Click here to become an online Journal subscriber