| contributor author | Franklin L. Moon | |
| contributor author | John W. Gillespie Jr. | |
| date accessioned | 2017-05-08T21:30:46Z | |
| date available | 2017-05-08T21:30:46Z | |
| date copyright | June 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0268%282005%299%3A3%28284%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54313 | |
| description abstract | A fiber-reinforced polymer (FRP) deck-to-girder connection was evaluated for fatigue resistance and residual capacity in the transverse direction. The connection consisted of three shear studs cast into a trapezoidal cell of a FRP sandwich deck. Steel spirals were positioned around each shear stud to aid in grout confinement. Test fixturing consisted of multiple girders and tie downs to induce realistic loading of the connection due to wheel loads. The connection was fatigued according to AASHTO LRFD Specifications for | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Validation of a Shear Stud Connection between Steel Girders and a Fiber-Reinforced Polymer Deck in the Transverse Direction | |
| 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(284) | |
| tree | Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 003 | |
| contenttype | Fulltext | |
