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International Concrete Abstracts Portal

Showing 1-5 of 16 Abstracts search results

Document: 

SP41-13

Date: 

January 1, 1974

Author(s):

E.W. Bennett

Publication:

Symposium Papers

Volume:

41

Abstract:

The fatigue strength of beams with limited prestress may be calculated by analysis of the stress in the prestressed and nonprestressed reinforcement and comparison with the limits on the appropriate Goodman diagrams.

DOI:

10.14359/17686


Document: 

SP41-06

Date: 

January 1, 1974

Author(s):

T. Helagson and J.M. Hanson

Publication:

Symposium Papers

Volume:

41

Abstract:

The statistical analysis of an experimental investigation of the fatigue strength of deformed reinforcing bars is described. This investigation was designed and excuted to permit the effects of several specified variables--stress range, minimum stress level, grade of bar, bar size and type of specimen--to be determined by statistical methods. In addition, other variables that had an effect on the fatigue life of the test bars were identified. The experimental investigation is described in a separate paper.

DOI:

10.14359/17679


Document: 

SP41-05

Date: 

January 1, 1974

Author(s):

J.M. Hanson, M.F. Somes, and T. Helagson

Publication:

Symposium Papers

Volume:

41

Abstract:

A comprehensive experimental investigation of the influence of stress range, minimum stress level, bar size, type of specimen, and ASTM grade on the fatigue life of reinforcing bars is described.

DOI:

10.14359/17678


Document: 

SP41-04

Date: 

January 1, 1974

Author(s):

S.S. Takhar, I.J. Jordan, and B.R. Gamble

Publication:

Symposium Papers

Volume:

41

Abstract:

Tests are described in which concrete cylinders were subjected to different values of radial confining pressure and were at the same time subjected to axial fatigue loading.

DOI:

10.14359/17677


Document: 

SP41-03

Date: 

January 1, 1974

Author(s):

S. Soretz

Publication:

Symposium Papers

Volume:

41

Abstract:

The presemt report deals with the results of fatigue tests carried out on 249 reinforced-concrete beams reinforced with high-quality ribbed steel bars with a yield point of at least 40 kg/mm2.

DOI:

10.14359/17676


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