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The experimental evidence, however, often contradicts the general assumption of the equivalence of the mean strains of reinforcement and concrete.
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This paper aims to experimentally study the effects of tensile mean strains on the fatigue resistance of superelastic Nitinol alloys.
Therefore, the mean strain of the SLs must depend on the number of SL periods.
Figure 2b shows the uniaxial cyclic response along < 111 > at a strain rate of 10−3/s with a mean strain of 1.4%.
In the second part of this work, we evaluated the fatigue life at the mean strain of 2.25% at the loading plateau and at the unloading plateau after initial pre-straining up to 6%and10%0%, respectively.
Specifically, grains with similar orientation (as determined by the misorientation of the grain and specimen axes) showed variation in both the mean strain of the grain as well as the range (heterogeneity) of strain across the grain, as determined from surface measurements.
GLS was calculated as the mean strain of all 18 segments.
Results from this study demonstrates the detrimental effects of mean strain on the fatigue of superelastic Nitinol at least for comparatively large strain amplitudes.
Experimental fatigue study has been conducted in this paper to investigate the effects of mean strain on the fatigue behavior of superelastic Nitinol in short life regime.
As the SNR is the ratio of mean strain to strain sensitivity, the difference between the FD and OLS methods is determined by the strain sensitivity.
On the other hand, our simulation results are scaled to the mean strain rate of EW compression given a priori by the boundary condition.
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