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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 16 Abstracts search results
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
SP41-15
B. dev. Batchelor and B.E. Hewitt
The effects of repeated loads on slabs of steel/concrete composite bridges are reported. The study was based on tests of a number of 1/8 scale direct models of a typical highway bridge and was aimed at determining endurance limits of slabs under repeated concentrated loads.
10.14359/17688
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
SP41-09
N.M. Hawkins and L.W. Heaton
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.
10.14359/17682
SP41-10
A review is made of existing information on the fatigue characteristics in bond and shear of reinforced concrete beams.
10.14359/17683
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