摘要
The dynamic compression tests of reinforced concrete with different reinforcement ratios are carried out by split Hopkinson pressure bar (SHPB). Reinforced steel bar is placed along longitudinal and transverse direction. Experimental results show that reinforced concrete is non-linear and rate-dependent. With the enhancement of strain rate, the peak stress of reinforced concrete increases correspondingly.
| 源语言 | 英语 |
|---|---|
| 主期刊名 | Trends in Building Materials Research |
| 页 | 523-526 |
| 页数 | 4 |
| DOI | |
| 出版状态 | 已出版 - 2012 |
| 活动 | 2nd International Conference on Structures and Building Materials, ICSBM 2012 - Hangzhou, 中国 期限: 9 3月 2012 → 11 3月 2012 |
出版系列
| 姓名 | Advanced Materials Research |
|---|---|
| 卷 | 450-451 |
| ISSN（印刷版） | 1022-6680 |
会议
| 会议 | 2nd International Conference on Structures and Building Materials, ICSBM 2012 |
|---|---|
| 国家/地区 | 中国 |
| 市 | Hangzhou |
| 时期 | 9/03/12 → 11/03/12 |
指纹
探究 'Experiment on mechanical behavior of reinforced concrete subjected to impact loading' 的科研主题。它们共同构成独一无二的指纹。引用此
Liu, H., Yang, W., & Ning, J. (2012). Experiment on mechanical behavior of reinforced concrete subjected to impact loading. 在 Trends in Building Materials Research (页码 523-526). (Advanced Materials Research; 卷 450-451). https://doi.org/10.4028/www.scientific.net/AMR.450-451.523