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
ACI Global Home Middle East Region Portal Western Europe Region Portal
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.
Showing 1-5 of 20 Abstracts search results
Document:
SP18-15
Date:
January 1, 1968
Author(s):
K.T. Sundara Raja Iyengar and B. Vijaya Rangan
Publication:
Symposium Papers
Volume:
18
Abstract:
This paper presents the results of an analytical and experimental investigation into the behavior and strength of reinforced concrete beams under combined bending and torsion.
DOI:
10.14359/17577
SP18-16
Ugur Ersoy and Phil M. Ferguson
Tests of beams subjected to combined torsion, shear, and flexure indicate that the common practice of adding flexural shear stresses to torsional stresses is unsatisfactory unless variable limits are introduced.
10.14359/17578
SP18-07
E.L. Kemp
Discussion proceeds from the simplest case of pure torsion for members without web reinforcement to the complex case of combined torsion, bending and shear.
10.14359/17569
SP18-13
C.D. Goode and M.A. Helmy
Tests on 27 rectangular beams with transverse and longitudinal reinforcement are described. In many of these only one category of reinforcement had yielded when the maximum strength was reached. A general theory for the prediction of the ultimate strength in bending and torsion is proposed and compared with test results.
10.14359/17575
SP18-17
Henry J. Cowan
Some of the early research on torsion in concrete is reviewed. The reasons for the arrangement and amount of reinforcement are examined. Interaction with bending is discussed, and the importance of simple design rules is stressed, since torsion is generally a secondary effect of bending in concrete structures.
10.14359/17579
Results Per Page 5 10 15 20 25 50 100