| contributor author | T. S. Lok | |
| contributor author | P. J. Zhao | |
| date accessioned | 2017-05-08T21:17:37Z | |
| date available | 2017-05-08T21:17:37Z | |
| date copyright | February 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290899-1561%282004%2916%3A1%2854%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45910 | |
| description abstract | The uniaxial compressive response of steel fiber-reinforced concrete (SFRC) subjected to high strain rate loading is presented. Details of an experimental investigation using a 75-mm-diameter split Hopkinson pressure bar (SHPB) are outlined. The investigation focuses on recorded data and results in distinguishing the strain rate that mobilizes ductility of steel fiber reinforced concrete. SFRC specimens with relatively high static compressive strength were tested at strain rates between about 20 and | |
| publisher | American Society of Civil Engineers | |
| title | Impact Response of Steel Fiber-Reinforced Concrete Using a Split Hopkinson Pressure Bar | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2004)16:1(54) | |
| tree | Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001 | |
| contenttype | Fulltext | |