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Water-Cement Ratio on High-Cycle Fatigue in the Theory of Critical Distances of Plain Concrete

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Summary: This study investigates the changes in fatigue limit of notched specimens calculated with the Theory of Critical Distance when variations in the value of the critical distance itself are considered. Despite the introduction of a plastic zone correction leading to a new length significantly larger than the original one, the predictions using both lengths were found to be similar. Analytical solutions for the ratio K-f/K-t were derived for circular holes and V-notches as a result of this research.

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