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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:
SP41-09
Date:
January 1, 1974
Author(s):
N.M. Hawkins and L.W. Heaton
Publication:
Symposium Papers
Volume:
41
Abstract:
Results are reported of tests to determine the factors dictating the short life fatigue characteristics in air of a square smooth welded wire fabric consisting of No. 2 wires at 6 inch (15 cm) centers.
DOI:
10.14359/17682
SP41-08
I.C. Jhamb and J.G. MacGregor
Because research on metal fatigue has shown that fatigue failures tend to occur in regions of high stress concentrations, finite element stress analyses were used to determine stress concentration factors (Kt) for deformed reinforcing bars.
10.14359/17681
SP41-11
P.W. Abeles, E.I. Brown II, and C.H. Hu
The behavior of small size under-reinforced, partially prestressed, concrete bridge beams under repeated overloading was investigated. Results are reported regarding static and fatigue tests on fifty-two beams including three beam sizes and six different strand arrangements. The object was to study the influence of strand stresses, steel ratio, group strand action, bond, and non-pretensioned strand on fatigue life.
10.14359/17684
SP41-12
The effect of bond on the delection and cracking characteristics of small size under-reinforced, partially prestressed concrete bridge beams under repeated overloading was evaluated.
10.14359/17685
SP41-01
M.E. Award and H.K. Hilsdorf
300 concrete prisms were subjected to high repeated or sustained compressive loads with maximum stresses ranging from 80 to 95 percent of their short time compressive strength.
10.14359/17674
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