Author:
Zhang B.,Phillips D. V.,Wu K.
Abstract
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.
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Cited by
20 articles.
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