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Experimental investigations of the effects of the water-cement ratio, aggregate type and loading sequence on the fatigue properties of concrete are presented. The validity of Palmgren-Miner's hypothesis of linear cumulative damage is examined for variable loading sequences. Also, the effect of the tension-compression strength ratio is discussed. Analysis of the results is based on the fatigue equation previously proposed by the authors.
Keywords:
concrete
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© 1997 Thomas Telford Services Ltd
1997
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