| contributor author | Khaled Galal | |
| contributor author | Amir Mofidi | |
| date accessioned | 2017-05-08T21:36:02Z | |
| date available | 2017-05-08T21:36:02Z | |
| date copyright | June 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000009.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57130 | |
| description abstract | This paper explores a new hybrid fiber-reinforced polymer (FRP) sheet/ductile anchor system for rehabilitation of reinforced concrete (RC) beams. The advantages of the proposed strengthening method is that it overcomes the problem of low ductility that is associated with brittle failure mode in conventional methods of strengthening beams using epoxy-bonded FRP sheets. The proposed system leads to a ductile failure mode by triggering yielding to occur in a steel anchor system (steel links) rather than by rupture or debonding of FRP sheets, which is sudden in nature. Four half-scale RC | |
| publisher | American Society of Civil Engineers | |
| title | Strengthening RC Beams in Flexure Using New Hybrid FRP Sheet/Ductile Anchor System | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000006 | |
| tree | Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 003 | |
| contenttype | Fulltext | |
