| contributor author | Tamer El Maaddawy | |
| contributor author | Khaled Soudki | |
| contributor author | Tim Topper | |
| date accessioned | 2017-05-08T21:30:45Z | |
| date available | 2017-05-08T21:30:45Z | |
| date copyright | June 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0268%282005%299%3A3%28227%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54306 | |
| description abstract | A new mathematical model for predicting the inelastic flexural response of corroded reinforced concrete (RC) beams repaired with fiber reinforced polymer (FRP) laminates is presented. The model accounts for the effect of the change in the bond strength at the steel-to-concrete interface due to corrosion and/or FRP wrapping on the beam load–deflection response. The effects of FRP strengthening and the reduction in the steel reinforcement area due to corrosion on the beam strength are predicted by the model. A computer program was coded to carry out the modeling procedure and the model’s predictions were compared with the results of an experimental study undertaken to investigate the model’s reliability. A comparison of the predicted and the experimental results showed that the model accurately predicted the load–deflection relationships for corroded RC beams repaired with FRP laminates. | |
| publisher | American Society of Civil Engineers | |
| title | Computer-Based Mathematical Model for Performance Prediction of Corroded Beams Repaired with Fiber Reinforced Polymers | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2005)9:3(227) | |
| tree | Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 003 | |
| contenttype | Fulltext | |
