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: Bond of Reinforcement in High-Strength Concrete
Author(s): Joseph Jones and Julio A. Ramirez
Publication: Structural Journal
Appears on pages(s): 549-556
Abstract:This paper describes an examination of the development of tension lap splices in high-strength concrete and the applicability of the restriction in the ACI 318 code where the values of √fc′ used to calculate development length shall not exceed 100 psi. The focus is on the development of splices with Grade 60 epoxy-coated and uncoated bars in normal weight concrete. A summary of the behavior of bond is presented to provide context for the study. It is followed by a literature review to analyze the relevant previous experimental work in this area. Based on the analysis of those data, a modification to the current code limitation is proposed. The main conclusion of this paper is that the limit of 100 psi (0.689 MPa) on the square root of the specified compressive strength in Section 12.1.2 of ACI 318-11 (Section 188.8.131.52 of 318-14) may be extended to 120 psi (0.827 MPa) based on the analysis of available data without significant modifications to the current provisions for concrete strengths up to 16,000 psi (110 MPa).
Click here to become an online Journal subscriber