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International Concrete Abstracts Portal

Showing 1-5 of 20 Abstracts search results

Document: 

SP18

Date: 

January 1, 1968

Author(s):

Editor: Gordon P. Fisher

Publication:

Symposium Papers

Volume:

18

Abstract:

SP18 A compilation of 18 papers dealing with theoretical and practical aspects of torsion in structural concrete.

DOI:

10.14359/14072


Document: 

SP18-09

Date: 

January 1, 1968

Author(s):

Rudolph Szilard

Publication:

Symposium Papers

Volume:

18

Abstract:

The paper describes an experimental and analytical investigation of the dynamic behavior of plain concrete elements, of circular and square cross-sections, subjected to rapidly applied torques.

DOI:

10.14359/17571


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


Document: 

SP18-18

Date: 

January 1, 1968

Author(s):

Alan H. Mattock

Publication:

Symposium Papers

Volume:

18

Abstract:

The need to take torsion into account explicitly in design is discussed in the light of refinement of flexural design and reduction of factors of safety. Behavior in pure torsion is considered, and the interaction between torsion, shear and flexural strengths is discussed.

DOI:

10.14359/17580


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


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