| contributor author | Julie Rapoport | |
| contributor author | Corina-Maria Aldea | |
| contributor author | Surendra P. Shah | |
| contributor author | Bruce Ankenman | |
| contributor author | Alan Karr | |
| date accessioned | 2017-05-08T21:17:26Z | |
| date available | 2017-05-08T21:17:26Z | |
| date copyright | August 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290899-1561%282002%2914%3A4%28355%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45789 | |
| description abstract | This research explores the relationship between permeability and crack width in cracked, steel fiber-reinforced concrete. In addition, it inspects the influence of steel fiber reinforcement on concrete permeability. The feedback-controlled splitting tension test (also known as the Brazilian test) is used to induce cracks of up to 500 μm (0.02 in.) in concrete specimens without reinforcement, and with steel fiber reinforcement volumes of both 0.5 and 1%. The cracks relax after induced cracking. The steel fibers decrease the permeability of specimens with relaxed cracks larger than 100 μm. | |
| publisher | American Society of Civil Engineers | |
| title | Permeability of Cracked Steel Fiber-Reinforced Concrete | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2002)14:4(355) | |
| tree | Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 004 | |
| contenttype | Fulltext | |
