Research on Dynamic Compressive Failure Criterion of Concrete at High Temperature

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Abstract:

By using the SHPB device, uniaxial impact compression test of concrete were carried out at different temperature (20°C to 650°C). The strength data of concrete at different temperatures and different stain rates was obtained and uniaxial compressive failure criteria of concrete were obtained, in which the high temperature and the strain rate were considered, and it would provide reference for actual projects

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Periodical:

Advanced Materials Research (Volumes 446-449)

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382-385

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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