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International Concrete Abstracts Portal

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


Document: 

SP18-14

Date: 

January 1, 1968

Author(s):

M.P. Collins, P.F. Walsh, F.E. Archer, and A.S. Hall

Publication:

Symposium Papers

Volume:

18

Abstract:

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.

DOI:

10.14359/17576


Document: 

SP18-12

Date: 

January 1, 1968

Author(s):

Paul Zia and Raul Cardenas

Publication:

Symposium Papers

Volume:

18

Abstract:

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.

DOI:

10.14359/17574


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: 

SP18-17

Date: 

January 1, 1968

Author(s):

Henry J. Cowan

Publication:

Symposium Papers

Volume:

18

Abstract:

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.

DOI:

10.14359/17579


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