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- W2384187903 abstract "With SHPB testing method,the dynamic mechanical properties of steel fiber reinforced concrete(SFRC) with different fiber volume fractions(V-f) under impact compression with different strain rates were studied.The rate-sensitive rate value of SFRC were acquired by tests.The experiment results showed that the maximum stress raised slowly and elastic modulus almost kept constant when the strain rates raised within the threshold value,whereas the dynamic strength and elastic modulus raised quickly when the strain rates raised beyond the threshold value,moreover,the larger the V-f became,the more rapidly the dynamic strength increased.In addition,when subjected to impacting load,the outstanding contribution of steel fibers towards the SFRC were toughening.That is,SFRC specimen developed cracks but the overall shape of the specimen remained virtually unchanged,however,under the same strain rate,the matrix specimen were broken almost into small pieces." @default.
- W2384187903 created "2016-06-24" @default.
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- W2384187903 date "2005-01-01" @default.
- W2384187903 modified "2023-09-23" @default.
- W2384187903 title "Experiment and Study on SFRC Subjected to Impact Loading" @default.
- W2384187903 hasPublicationYear "2005" @default.
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