| contributor author | Hossein Azimi | |
| contributor author | Khaled Sennah | |
| date accessioned | 2017-05-08T21:38:44Z | |
| date available | 2017-05-08T21:38:44Z | |
| date copyright | December 2015 | |
| date issued | 2015 | |
| identifier other | %28asce%29cf%2E1943-5509%2E0000551.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/58138 | |
| description abstract | This paper investigates the evaluation procedure of an AASHTO Type 3 precast-prestressed girder that was extensively damaged by truck impact and then repaired using externally bonded fiber-reinforced polymer (FRP) composites. Results of this study can be applied to bridges having similar vehicle impact incidents. Parameters whose effects were investigated on the evaluation procedure include (1) the effect of horizontal resistance of elastomeric bearing supports, (2) the presence of barrier wall and sidewalk, and (3) live load distribution factors obtained from finite-element analysis (FEA) compared with the simplified method prescribed by other codes. FEA showed that support horizontal resistance has negligible effects on live load distribution factors for shear, | |
| publisher | American Society of Civil Engineers | |
| title | Parametric Effects on Evaluation of an Impact-Damaged Prestressed Concrete Bridge Girder Repaired by Externally Bonded Carbon-Fiber-Reinforced Polymer Sheets | |
| type | Journal Paper | |
| journal volume | 29 | |
| journal issue | 6 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000544 | |
| tree | Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006 | |
| contenttype | Fulltext | |
