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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

Document: 

SP41-02

Date: 

January 1, 1974

Author(s):

K.D. Raithby and J.W. Galloway

Publication:

Symposium Papers

Volume:

41

Abstract:

Results are given for flexural fatigue tests on small concrete beams to investigate the effects of moisture state, age and rate of loading on the fatigue performance of three types of concrete as used in typical highway construction.

DOI:

10.14359/17675

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

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: 

SP41-14

Date: 

January 1, 1974

Author(s):

N.M. Hawkins

Publication:

Symposium Papers

Volume:

41

Abstract:

Results are reported of fatigue tests on nine one-way, centrally loaded slabs reinforced with two layers of a square, smooth wire fabric consisting of No. 2 wires at 6-inch (15.2 cm) centers.

DOI:

10.14359/17687

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