| contributor author | N. A. Hoult | |
| contributor author | E. G. Sherwood | |
| contributor author | E. C. Bentz | |
| contributor author | M. P. Collins | |
| date accessioned | 2017-05-08T21:31:04Z | |
| date available | 2017-05-08T21:31:04Z | |
| date copyright | April 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291090-0268%282008%2912%3A2%28125%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54511 | |
| description abstract | For members with no transverse reinforcement, numerous models have been proposed for determining shear capacity, most often based on a statistical curve fit to experimental beam test results. The shear provisions of the Canadian code (CSA) for steel-reinforced concrete, by contrast, are based on a theoretical model, the modified compression field theory. This paper demonstrates that the CSA shear provisions for steel-reinforced members can be safely applied to members with internal fiber-reinforced polymer (FRP) bars by adjusting the term | |
| publisher | American Society of Civil Engineers | |
| title | Does the Use of FRP Reinforcement Change the One-Way Shear Behavior of Reinforced Concrete Slabs? | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2008)12:2(125) | |
| tree | Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 002 | |
| contenttype | Fulltext | |
