| contributor author | Khaled Abdelrahman | |
| contributor author | Raafat El-Hacha | |
| date accessioned | 2017-05-08T21:36:33Z | |
| date available | 2017-05-08T21:36:33Z | |
| date copyright | August 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000281.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57412 | |
| description abstract | Circumferential wrapping of fiber-reinforced polymer (FRP) sheets is one of the most common applications for repair and rehabilitation of large-scale columns. Common types of fibers used for wrapping are carbon FRP (CFRP), glass FRP (GFRP), and aramid FRP (AFRP). Recently, steel FRP (SFRP) has been introduced as a new class of composites for strengthening applications. Up to now, there has been no experimental data available on the behavior of large-scale columns wrapped with SFRP sheets. Thus, in this paper, the behavior of nonreinforced and reinforced large-scale columns ( | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Large-Scale Concrete Columns Wrapped with CFRP and SFRP Sheets | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 4 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000278 | |
| tree | Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 004 | |
| contenttype | Fulltext | |