Buy article PDF
The purchased file will be sent to you
via email after the payment is completed.
US$ 35
|
Computers and Concrete Volume 22, Number 1, July 2018 , pages 63-70 DOI: https://doi.org/10.12989/cac.2018.22.1.063 |
|
|
|
Study on the local damage of SFRC with different fraction under contact blast loading |
||
Yongliang Zhang, Kai Zhao, Yongchi Li, Jincai Gu, Zhongbao Ye and Jian Ma
|
||
| Abstract | ||
| The steel fiber reinforced concrete (SFRC) shows better performance under dynamic loading than conventional concrete in virtue of its good ductility. In this paper, a series of quasi-static experiments were carried out on the SFRC with volume fractions from 0 to 6%. The compressive strength increases by 38% while the tension strength increases by 106% when the fraction is 6.0%. The contact explosion tests were also performed on the | ||
| Key Words | ||
| SFRC; blast resistant performance; spall resistant performance; damage region; blast loading | ||
| Address | ||
| Yongliang Zhang, Kai Zhao, Yongchi Li, Jincai Gu, Zhongbao Ye and Jian Ma: CAS Key Laboratory of Mechanical Behavior and Design of Materials, Department of Modern Mechanics, University of Science and Technology of China, Hefei, Anhui 230027, China | ||