| contributor author | Travis R. | |
| contributor author | Brackus | |
| contributor author | Paul J. | |
| contributor author | Barr | |
| contributor author | Wesley | |
| contributor author | Cook | |
| date accessioned | 2017-05-08T21:35:23Z | |
| date available | 2017-05-08T21:35:23Z | |
| date copyright | March 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000345.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56888 | |
| description abstract | This paper describes an investigation to quantify the behavior of a precast deck system. As part of this investigation, a live-load test was performed on a steel I-girder bridge made with accelerated bridge construction precast deck panels. It was found that the bridge was behaving compositely in some locations and noncompositely in others. When the bridge was decommissioned, a two-girder specimen was salvaged and transported to Utah State University for shear-capacity testing. The primary shear failure mechanism was found to be buckling of the girder web. A nonlinear finite-element analysis was conducted using | |
| publisher | American Society of Civil Engineers | |
| title | Live-Load and Shear Connection Testing of Full-Scale Precast Bridge Panels | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000343 | |
| tree | Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 003 | |
| contenttype | Fulltext | |
