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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:
SP18-13
Date:
January 1, 1968
Author(s):
C.D. Goode and M.A. Helmy
Publication:
Symposium Papers
Volume:
18
Abstract:
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.
DOI:
10.14359/17575
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
SP18-06
Thomas T.C. Hsu
Based on extensive recent tests, a summary is given regarding the strength and stiffness of structural concrete members in pure torsion. Plain, ordinary reinfored, and prestressed concrete members having rectangular, T-and L-sections are considered.
10.14359/17568
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
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