| contributor author | Hai-Tao Wang | |
| contributor author | Gang Wu | |
| contributor author | Zhi-Shen Wu | |
| date accessioned | 2017-05-08T21:36:58Z | |
| date available | 2017-05-08T21:36:58Z | |
| date copyright | February 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000425.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57568 | |
| description abstract | The epoxy-bonded fiber-reinforced polymer (FRP) technique has been attracting more attention for repairing steel structures. In this paper, cracked steel plates repaired with FRP laminates were investigated with the finite element (FE) method. Three different FRP configurations designed with equivalent tensile stiffnesses were employed to repair cracked steel plates to determine the best FRP configuration for extending the crack growth life. The stress intensity factor ( | |
| publisher | American Society of Civil Engineers | |
| title | Effect of FRP Configurations on the Fatigue Repair Effectiveness of Cracked Steel Plates | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000422 | |
| tree | Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 001 | |
| contenttype | Fulltext | |
