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 and distribution of 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: Reinforced Concrete Shear Design: Shortcomings and Remedy
Author(s): Michael D. Kotsovos
Publication: Structural Journal
Appears on pages(s): 1055-1066
Keywords: design; mechanisms of load transfer; reinforced concrete; shear; strut-and-tie; truss
Abstract:The paper presents typical examples of brittle failure that reinforced concrete structures continue to suffer to date in spite of the advances in shear design claimed to have been made in recent years. The key concepts underlying the development of shear design methods are concisely presented and it is shown that the cause of the apparent inability of the methods to consistently achieve their aim is the incompatibility between the assumed mechanisms of load transfer underlying the methods and fundamental concrete behavior. Simpler and more efficient design methods are presented, which have been developed on the basis of alternative mechanisms of load transfer compatible with fundamental concrete behavior at the structure’s ultimate limit state.
Click here to become an online Journal subscriber