Determination of the Critical Duration of the First Heating of Heavy Concrete by the Criterion of the Maximum Strength Reduction

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The article introduces the results of the experimental research of the duration of the first heating of concrete at temperatures of +90° and +150°C causing the maximum reduction of its strength during the subsequent axial compression.

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566-571

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January 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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