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고강도 콘크리트를 적용한 RC 바닥판의 정적 성능 평가
배재현 ( Jae Hyun Bae ),황훈희 ( Hoon Hee Hwang ),박성용 ( Sung Yong Park ),조근희 ( Keun Hee Joh ) 한국안전학회(구 한국산업안전학회) 2016 한국안전학회지 Vol.31 No.3
Lately, the high-strength concrete is often used to increase the lifespan of bridges. The benefits of using the high-strength concrete are that it increases the durability and strength. On the contrary, it reduces the cross-section of the bridges. This study conducted structural performance tests of the bridge deck slabs applying high-strength concrete. As result of the tests, specimens of bridge deck slabs were destroyed through punching shear. Moreover, the tests exposed that the high-strength concrete bridge deck slabs satisfy the flexural strength and the punching shear strength at ultimate limit state(ULS). Also, limiting deflection of the concrete fulfilled serviceability limit state(SLS)criteria. These results indicated that the bridge deck slabs designed by high-strength concrete were enough to secure the safety factor despite of its low thickness.