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Experimental Analysis on the Criteria of the Explosion Damage for One-way RC Slabs

일방향 철근 콘크리트 슬래브의 폭발 피해 기준에 대한 실험적 분석

  • Lee, Seung Jae (Department of Electronic Engineering, University of Seoul) ;
  • Park, Jong Yil (Department of Safety Engineering, Seoul National University of Science and Technology) ;
  • Lee, Young Hak (Department of Architectural Engineering, Kyung Hee University) ;
  • Kim, Hie Sik (Department of Electronic Engineering, University of Seoul)
  • 이승재 (서울시립대학교 전자전기컴퓨터공학과) ;
  • 박종일 (서울과학기술대학교 안전공학과) ;
  • 이영학 (경희대학교 건축공학과) ;
  • 김희식 (서울시립대학교 전자전기컴퓨터공학과)
  • Received : 2017.06.30
  • Accepted : 2017.12.19
  • Published : 2017.12.31

Abstract

To predict the damage of Reinforced Concrete (RC) structures from mass explosion, Pressure-Impulse (P-I) curves representing the relationship between peak pressure and impulse based on damage criteria are essential. There are P-I curves developed by the U.S. DoD without detailed explanation regarding validation. In this study, full scale explosion tests were conducted measuring response of RC slab to modify and validate pre-existing P-I curves. Four same RC slabs were prepared, and placed at different distances, which are fixed to steel frame with concrete base. Scaled distances were selected to show different failure types using P-I curve based on Single Degree Of Freedom (SDOF) model. It was found that SDOF model can be used to evaluate and identify one-way RC slab damage with difference damage criteria.

Keywords

References

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