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SHPB Experimental Investigation used for Concrete
Abstract:
The incident wave and transmission wave varying with the time have been obtained by SHPB experiment. The relationship curve for stress and strain of material concrete has also been obtained. The Weibull function is used to describe the damage factor of the concrete. The damage factor of the concrete changing with the time under the impact conditions is obtained by the method of fitting the strain-stress relationship curves.
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64-67
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Online since:
October 2011
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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