그림 1. 철도건널목 부설 전경 Figure 1. Photographs of railway level crossing system
그림 2. 고무보판 패널 시스템 개요도 Figure 2. Photographs of rubber panel crossing system
그림 3. 건널목 고무 보판 설치 현황 Figure 3. Installation of rubber panel crossing system
그림 4. 고무보판 해석모델링 Figure 4. FE Model of rubber panel crossing system
그림 5. 고무보판 응력 해석 결과 Figure 5. Analysed results of stress analysis
그림 6. 고무보판 변위 해석 결과 예(360km/h) Figure 6. Analysed results of displacement contour(360km/h)
그림 7. 패널 고정지점부 반력 해석 결과(360km/h) Figure 7. Analysed result of reaction force on tie rod(360km/h)
표 1. 고무보판 유한요소해석 적용제원Table 1. Parameters of rubber panel crossing system analysis
표 2. 응력해석결과 Table 3. Results of stress analysis
표 3. 변위해석결과 Table 3. Results of displacement analysis
표 4. 패널 고정장치 반력 해석결과 Table 4. Results of reaction force on tie rod support
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