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《结构与土木工程前沿(英文)》 >> 2009年 第3卷 第2期 doi: 10.1007/s11709-009-0027-0
Behavior of steel fiber–reinforced high-strength concrete at medium strain rate
1. School of Civil engineering, Guangzhou University, Guangzhou 510006, China; 2. School of Materials Science and Engineering, Southeast University, Nanjing 211189, China; 3. Earthquake Engineering Research Test Center, Guangzhou University, Guangzhou 510405, China
摘要
关键词
steel fiber–reinforced high-strength concrete (SFRHSC) ; high strain rates ; split Hopkinson press bar (SHPB) ; strain rate hardening effects
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