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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-I
Date:
January 1, 1968
Author(s):
Gordon P. Fisher
Publication:
Symposium Papers
Volume:
18
Abstract:
One of the most arresting aspects of torsion in structural concrete is the rapid growth of research over the past decade. Long neglected compared with other areas of concrete technology, torsion has been assigned an increasingly greater importance by engineers, and it is not at all surprising that the American Concrete Institute has been part of this recent movement. It was in 1958 that ACI Committee 438, Torsion, was authorized by the Institute.
DOI:
10.14359/17581
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
SP18-05
G.S. Pandit and Joseph Warwaruk
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.
10.14359/17567
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