In this paper, we present the result of analytical investigation pertaining to the structural behavior of steel-concrete composite plate girder with arch-type web stiffener. In the arch-type web stiffener located in the compression side of web, infill concrete is cast to strengthen the arch-type stiffener and also to exert resisting force against compression force. This type of composite steel-concrete plate girder bridge is built and is in service. To understand the behavior thoroughly, analytical parametric study was conducted by using the finite element method. As a result it was found that the effect of arch-type stiffener with infill concrete is considerable for the design of such type composite girder bridge.

1. 서 론
2. 아치 합성거더
3. 아치 강합성거더의 유한요소해석 모델
4. 유한요소해석 결과 비교 및 분석
5. 결 론
감사의 글
References

• 우상벽(홍익대학교 토목공학과 석사과정) | Woo, Sang-Pyuk
• 유종호(홍익대학교 토목공학과 석사과정) | Yoo, Jong-Ho
• 이홍규(홍익대학교 토목공학과 석사과정) | Lee, Hong-Kyu
• 원용석(홍익대학교 토목공학과 박사과정) | Won, Yong-Seok
• 김선희(홍익대학교 토목공학과 박사과정) | Kim, Sun-Hee
• 윤순종(홍익대학교 토목공학과 교수) | Yoon, Soon-Jong Corresponding author