Email Address is required Invalid Email Address
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
Learn More
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.
Staff Directory
ACI World Headquarters 38800 Country Club Dr. Farmington Hills, MI 48331-3439 USA Phone: 1.248.848.3800 Fax: 1.248.848.3701
ACI Middle East Regional Office Second Floor, Office #207 The Offices 2 Building, One Central Dubai World Trade Center Complex Dubai, UAE Phone: +971.4.516.3208 & 3209
ACI Resource Center Southern California Midwest Mid Atlantic
Feedback via Email Phone: 1.248.848.3800
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: Fatigue of Reinforcement in Beams with Limited Prestress
Author(s): E.W. Bennett
Publication: Symposium Paper
Volume: 41
Issue:
Appears on pages(s): 301-314
Keywords: beams (supports); cracking (fracturing); fatigue (materials); loading rate; prestressed concrete; reinforced concrete; strength; structural design; stress analysis
DOI: 10.14359/17686
Date: 1/1/1974
Abstract: The fatigue strength of beams with limited prestress may be calculated by analysis of the stress in the prestressed and nonprestressed reinforcement and comparison with the limits on the appropriate Goodman diagrams.
New and Archived Symposium Volumes - Digital Subscription