| contributor author | T. S. Lok | |
| contributor author | J. R. Xiao | |
| date accessioned | 2017-05-08T21:17:08Z | |
| date available | 2017-05-08T21:17:08Z | |
| date copyright | August 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290899-1561%281999%2911%3A3%28188%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45589 | |
| description abstract | Using the details of a previous study in which the flexural response of steel fiber reinforced concrete (SFRC) was accurately predicted from a constitutive model, explicit expressions for the first crack and the ultimate flexural strength are derived in this paper. In the present analytical model, the direct tensile strength, residual strength, and the product of bond strength τ | |
| publisher | American Society of Civil Engineers | |
| title | Flexural Strength Assessment of Steel Fiber Reinforced Concrete | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 3 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1999)11:3(188) | |
| tree | Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 003 | |
| contenttype | Fulltext | |
