In the sliding slab track of railway bridge, a lateral support block is used to control the lateral displacement. Therefore, it is important to analyze the behavior of dowel rebar and the lateral support block of the sliding slab track. In this study, high strength concrete and steel rebar was selected to analyze the behavior of dowel rebar and shear behavior of high strength dowel rebar and the lateral support block were compared to the equations developed by Soroushian et al. (1986) and CEB-FIP (2010).

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• 이성철(한국원자력대학원대학교 토목공학과 부교수, 공학박사) | Lee, Seong Cheol 교신저자
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• 박상민(한국해양대학교 토목환경공학부 석사과정) | Park Sang Min
• 정의석(한국해양대학교 토목환경공학부 석사과정) | Jeong Euiseok