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A Simplified Modeling Method for Blast Analysis of Reinforced Concrete Buildings

철근콘크리트 건물의 폭파 해석을 위한 간략 모델링 방법

  • Received : 2012.04.26
  • Published : 2012.07.25

Abstract

A new material model that can show similar structural behavior under the blast load to the precise model with reinforcement and concrete was proposed to enable the progressive collapse simulation of a tall building. Von Mises yield model was applied to represent the ductile behavior of reinforced concrete and the yield strength, failure strength and elastic modulus were determined through repetitive comparisons of the analysis results from the precise model with fine mesh and the simple model with coarse mesh. The damage distribution of the simple model with the proposed material model was quite similar to the precise model though the number of elements of the simple model was a small fraction of the precise model. The proposed modeling method can be applied effectively to the blast analysis of tall buildings.

Keywords

References

  1. Nair, R. S., Progressive Collapse Basics, Proceedings of AISC-SIDNY Symposium on Blast and Progressive Collapse, AISC, 2003
  2. GSA, Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization, U.S General Services Administration, 2003
  3. DoD, Design of Buildings to Resist Progressive Collapse, U.S Department of Defense, 2010
  4. Shi Y. and Hao H. and Li Z., Numerical Derivation of Pressure-Impulse Diagrams for Prediction of RC Column Damage to Blast Loads, International Journal of Impact Engineering, vol. 35, p.p. 1213-1227, 2008 https://doi.org/10.1016/j.ijimpeng.2007.09.001
  5. Mutalib A. and Hao H., Development of P-I Diagrams for FRP Strengthed RC Columns, International Journal of Impact Engineering, vol. 38, p.p. 290-304, 2011 https://doi.org/10.1016/j.ijimpeng.2010.10.029
  6. Bao X. and Li B., Residual Strength of Blast Damaged Reinforced Concrete Columns, International Journal of Impact Engineering, vol. 37, p.p. 295-308, 2010 https://doi.org/10.1016/j.ijimpeng.2009.04.003
  7. Wu K. Li B. Tsai K., Residual Axial Compression Capacity of Localized Blast-Damaged RC Columns, International Journal of Impact Engineering, vol. 38, p.p. 29-40, 2011 https://doi.org/10.1016/j.ijimpeng.2010.09.002
  8. 김한수, 박재표, 단면의 형상에 따른 철근콘크리트 기둥의 폭발 저항 성능 평가, 한국전산구조공학회 논문집, 제23권, 제4호, p.p. 387-394, 2010
  9. 김한수, 이재용, P-M 상관곡선을 이용한 철근콘크리트 기둥의 폭발 저항 성능 평가, 대한건축학회논문집 구조계, 제27권, 제10호, p.p. 47-54, 2011
  10. 이경구, 폭발하중을 받는 강재압축재의 잔여저항성능평가, 대한건축학회논문집 구조계, 제26권, 제10호, p.p. 37-44, 2010
  11. 이경구, 김태진, 김은석, 김진구, 폭발하중에 의한 강재기둥의 거동, 대한건축학회논문집 구조계, 제23권, 제7호, p.p. 43-50, 2007
  12. Smith P.D., Hetherington J.G., Blast and Ballistic Loading of Structure, Laxton's, Great Britain, p.336.
  13. Cormie, David & Mays, Geoff & Smith, Peter, Blast Effects on Buildings 2nd edition, Thomas telford, UK, p.338, 2009
  14. Magnusson J. and Hansson H., Numerical Simulations of Concrete Beams-A Principal Study, National Defence Research Establishment, Sweden, p.63, 2005
  15. Nystrom U. and Gylltoft K,. Numerical Studies of The Combined Effects of Blast and Fragment Loading, International Journal of Impact Engineering, vol. 36, p.p.995-1005, 2009 https://doi.org/10.1016/j.ijimpeng.2009.02.008
  16. Ansys, AUTODYN Theory Manual, Century dynamics, p.235, 2005
  17. 김한수, 박재표, 전산해석을 이용한 CFT 기둥의 폭발저항성능 평가, 대한건축학회논문집 구조계, 제27권, 제3호, p.p. 65-72, 2011
  18. Luccioni B.M, Ambrosini R.D, Danesi R.F, Analysis of building collapse under blast loads, Engineering structure, vol. 26, p.p. 63-71, 2004 https://doi.org/10.1016/j.engstruct.2003.08.011