| Title |
Evaluation on Static Behavior of Long Span Prestressed Concrete Deck |
| Authors |
주상훈(Joo, Sanghoon) ; 정철헌(Chung, Chulhun) ; 이한주(Lee, Hanjoo) |
| DOI |
https://doi.org/10.12652/Ksce.2016.36.6.0969 |
| Keywords |
장지간;프리스트레스트 콘크리트;바닥판;소수거더교 Long span;PSC;Deck;Twin steel plate girder bridge |
| Abstract |
In this paper, the static load test of long span PSC deck used in the twin steel plate girder bridge was conducted. To evaluate the structural behavior of long span deck, longitudinally sufficient length of deck is needed, but it is difficult to test the full-scale long span deck due to limit of transportation, setting and laboratory space. Therefore, this study proposed a method to apply longitudinal stiffness of the full-scale deck to the test specimen of longitudinally short length, and it was reinforced with the steel beam. The failure behavior and structural performance of the long span deck were evaluated by the proposed test specimen deck. |