期刊
TRENDS IN CIVIL ENGINEERING, PTS 1-4
卷 446-449, 期 -, 页码 382-385出版社
TRANS TECH PUBLICATIONS LTD
DOI: 10.4028/www.scientific.net/AMR.446-449.382
关键词
concrete; high temperature; dynamic; failure criterion
By using the SHPB device, uniaxial impact compression test of concrete were carried out at different temperature (20 degrees C to 650 degrees 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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