Higher frequencies and triangular waveform lead to higher numbers of cycles to failure for high-strength concrete.
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Certain systematologies in influences on strains and stiffness were found.
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Same gradient of strain or stiffness can be reached for different fatigue loading.
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No limit value (strain, stiffness) was found usable for the prediction of fatigue failure.
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The results are encouraging for a more mechanism-orientated approach to fatigue research.
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