FATIGUE LIMIT OF AXIALLY COMPRESSED CONCRETE
DOI:
https://doi.org/10.4314/njt.51.352Abstract
An attempt to evaluate analytically the fatigue limit of axially loaded concrete depending upon the load parameters, number of load cycles and static short-term strength is presented. The conventional limit of concrete microcracking statical sustained strength of concrete, curvelinear relationship between fatigue limit and load asymmetry coefficient and straight-line relationship between logarithm of number f load cycles and fatigue limit are involved into a consideration.
The proposed method is applicable for the range of load cycles number from 10,000 to an indefinite large.
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