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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
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
SP41-06
T. Helagson and J.M. Hanson
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.
10.14359/17679
SP41-05
J.M. Hanson, M.F. Somes, and T. Helagson
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.
10.14359/17678
SP41-04
S.S. Takhar, I.J. Jordan, and B.R. Gamble
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.
10.14359/17677
SP41-03
S. Soretz
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.
10.14359/17676
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