DOI QR코드

DOI QR Code

The Study on Assessment of Protective Capacity of the Reinforced Concrete Box-type Artillery Positions

철근콘크리트조 박스형 포상의 방호성능 평가

  • Baek, Jonghyuk (Department of Civil & Environmental Engineering, Korea Military Academy) ;
  • Kim, Suk Bong (Department of Civil & Environmental Engineering, Korea Military Academy) ;
  • Son, Kiyoung (School of Architecture, University of Ulsan) ;
  • Park, Young Jun (Department of Civil & Environmental Engineering, Korea Military Academy)
  • 백종혁 (육군사관학교 건설환경학과) ;
  • 김석봉 (육군사관학교 건설환경학과) ;
  • 손기영 (울산대학교 건축학부) ;
  • 박영준 (육군사관학교 건설환경학과)
  • Received : 2013.12.13
  • Accepted : 2014.03.29
  • Published : 2014.04.05

Abstract

Although self-propelled artilleries are mobile equipment, they need their own covered-positions for survival against preemptive strikes. The most important military requirement is enough protective capacity against blast pressure caused by explosion. This paper aims to assess the protective capacity of the newly-placed concrete box-type artillery positions using accurate structural geometric models as well as soil-structure interaction analysis. The commercial program is used to model the structural geometry of the positions. In order to describe the correct wave propagation in the backfill along with soil-structure interaction, used parameters in shock equation of state are selected based on the related studies as well as theories and then their final results are verified with the ones calculated with empirical equations in the US Unified Facility Criteria. In sum, it could be concluded that the protective capacity of the newly-built positions satisfies the protective structural requirement.

Keywords

References

  1. 윤병노, "서북도서 2015년까지 전력증강․요새화", 국방일보, 2011. 10. 05.
  2. 국방시설본부, OO 지역 작전시설(13-북2-육-48) 철근콘크리트조 OO 자주포 유개화 포상의 방호성능 평가, pp. 7-8, 2013.
  3. El-Taher, M., "The Effect of Wall and Backfill Soil Deterioration on Corrugated Metal Culvert Stability," Ph. D. Dissertation, Queen's University, Ontario, Canada, 2009.
  4. U.S. Department of Defense, Unified Facilities Criteria 3-340-02 : Structures to Resist the Effects of Accidental Explosions, 2008.
  5. 국방부, 국방․군사 시설기준(DMFC) 5-60-30 : 탄약고 설계지침, pp. 28-29, 2012.
  6. Hiermaier, S.(ed.), Predictive Modeling of Dynamic Processes, Springer, p. 143, 2009.
  7. Century Dynamics, AUTODYN Theory Manual, p. 185, 2003.
  8. Ambrosini, D., Luccioni, B., and Danesi, R., "Influence of the Soil Properties on Craters Produced by Explosions on the Soil Surface," Computational Mechanics, Vol. 23, pp. 571-590, 2004.
  9. Luccioni, B., and Ambrosini, D., "Craters Produced by Underground Explosions," Computational Mechanics, Vol. 25, pp. 1603-1614, 2006.
  10. 국방부, 방호구조물 설계기준, pp. 119-127, 1998.
  11. SpaceClaim Corporation, SpaceClaim 2012+ Release Notes, 2012.

Cited by

  1. Suggestion on the Prototype of the Korean Barriers through the Investigation and Modeling of RC Protective Installments in Contact Areas vol.16, pp.4, 2016, https://doi.org/10.5345/JKIBC.2016.16.4.341
  2. The Design and Protective Capacity Assessment of the Prefabricated PC Arch Ammo Magazines vol.14, pp.6, 2014, https://doi.org/10.5345/JKIBC.2014.14.6.615