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:
SP18-05
Date:
January 1, 1968
Author(s):
G.S. Pandit and Joseph Warwaruk
Publication:
Symposium Papers
Volume:
18
Abstract:
This paper is presented in two parts. Part 1 describes the theoretical part of an investigation into the behavior and strength of rectangular reinforced concrete beams subjected to combined bending and torsion. It reflects the actual trends of the variation of torsional strength of reinforced concrete beams arising from the presence of bending moments. Part 2 reports on tests of 14 reinforced concrete beams of 6x12-in. nominal cross-section.
DOI:
10.14359/17567
SP18-14
M.P. Collins, P.F. Walsh, F.E. Archer, and A.S. Hall
Two series of rectangular reinforced concrete beams were tested to destruction under combined bending and torsional loads. All beams contained both longitudinal and transverse reinforcement.
10.14359/17576
SP18-12
Paul Zia and Raul Cardenas
Presented are the results of an ivestigation on combined bending and torsion of reinforced plaster model beams. . .Finally, on the basis of the interaction curve, a simple design procedure is proposed.
10.14359/17574
SP18-11
A.A. Gvozdev, N.N. Lessig, and L.K. Rulle
Results of theoretical and experimental studies on reinforced concrete elements of different corss-sectional shapes subjected to combined bending and torsion which have been carried out in the USSR since 1950 are described.
10.14359/17573
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