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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 20 Abstracts search results
Document:
SP18-03
Date:
January 1, 1968
Author(s):
John P. Klus and C.K. Wang
Publication:
Symposium Papers
Volume:
18
Abstract:
A series of concrete gird frame and beam tests indicate that the moment distribution in grid frames can be predicted within +-15 percent using the displacement method analysis and including the effects of torsion.
DOI:
10.14359/17565
SP18-04
Paul Zia
Torsion theories for concrete members may be classified into three categories according to the manner of loading, namely, pure torsion, combined bending and torsion, and combined bending, shear and torsion. This paper summarizes the theories in each of the three categories with reference to plain, reinforced and prestressed concrete.
10.14359/17566
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
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
SP18-07
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
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