| contributor author | Mahendrakumar Madhavan | |
| contributor author | Vishwanath Sanap | |
| contributor author | Riteshkumar Verma | |
| contributor author | Sivaganesh Selvaraj | |
| date accessioned | 2017-05-08T22:11:34Z | |
| date available | 2017-05-08T22:11:34Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 39050679.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73177 | |
| description abstract | An experimental study on the ultimate load behavior of steel angle sections reinforced with carbon-fiber-reinforced polymer (CFRP) is described in this paper. An approach of transforming the open-angle section to a closed section is used with CFRP as a means to increase the flexural stiffness and strength. A total of 30 steel angle sections, both CFRP-reinforced and bare steel angle specimens, were tested in 4-point bending. The slenderness ratio ( | |
| publisher | American Society of Civil Engineers | |
| title | Flexural Strengthening of Structural Steel Angle Sections Using CFRP: Experimental Investigation | |
| type | Journal Paper | |
| journal volume | 20 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000578 | |
| tree | Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001 | |
| contenttype | Fulltext | |
