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


Document: 

SP18-04

Date: 

January 1, 1968

Author(s):

Paul Zia

Publication:

Symposium Papers

Volume:

18

Abstract:

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.

DOI:

10.14359/17566


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


Document: 

SP18-06

Date: 

January 1, 1968

Author(s):

Thomas T.C. Hsu

Publication:

Symposium Papers

Volume:

18

Abstract:

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.

DOI:

10.14359/17568


Document: 

SP18-07

Date: 

January 1, 1968

Author(s):

E.L. Kemp

Publication:

Symposium Papers

Volume:

18

Abstract:

Discussion proceeds from the simplest case of pure torsion for members without web reinforcement to the complex case of combined torsion, bending and shear.

DOI:

10.14359/17569


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