| contributor author | Mostafa El-Mogy | |
| contributor author | Amr El-Ragaby | |
| contributor author | Ehab El-Salakawy | |
| date accessioned | 2017-05-08T21:36:24Z | |
| date available | 2017-05-08T21:36:24Z | |
| date copyright | October 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000218.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57341 | |
| description abstract | Continuous concrete beams are structural elements commonly used in structures that might be exposed to extreme weather conditions and the application of deicing salts, such as bridge overpasses and parking garages. In such structures, reinforcing continuous concrete beams with the noncorrodible fiber-reinforced polymer (FRP) bars is beneficial to avoid steel corrosion. However, the linear-elastic behavior of FRP materials makes the ability of continuous beams to redistribute loads and moments questionable. A total of seven full-scale continuous concrete beams were tested to failure. Six beams were reinforced with glass fiber-reinforced polymer (GFRP) longitudinal bars, whereas one was reinforced with steel as control. The specimens have rectangular cross section of | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Transverse Reinforcement on the Flexural Behavior of Continuous Concrete Beams Reinforced with FRP | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000215 | |
| tree | Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 005 | |
| contenttype | Fulltext | |
