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RC슬래브와 연성충격체의 충돌시뮬레이션 영향인자 분석

Influencing Factors on Numerical Simulation of Crash between RC Slab andSoft Projectile

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초록

This study investigates influencing factors on numerical crash simulation between RC slab and soft projectile using explicit dynamic method. Considered experimental test is the MEPPEN II/4 test, which has been conducted at the end of the years 70' in Germany as one of the numerous experimental test related to design of nuclear power plants. LS-DYNA software is adopted for numerical study, and influencing factors such as constitutive model of concrete, strain rate effect of steel and concrete, support modeling method, etc. are investigated. More reasonable simulation results can be achieved through appropriate consideration of these factors, especially of constitutive model of concrete material since this factor affects most among the investigated factors.

Abstract

This study investigates influencing factors on numerical crash simulation between RC slab and soft projectile using explicit dynamic method. Considered experimental test is the MEPPEN II/4 test, which has been conducted at the end of the years 70' in Germany as one of the numerous experimental test related to design of nuclear power plants. LS-DYNA software is adopted for numerical study, and influencing factors such as constitutive model of concrete, strain rate effect of steel and concrete, support modeling method, etc. are investigated. More reasonable simulation results can be achieved through appropriate consideration of these factors, especially of constitutive model of concrete material since this factor affects most among the investigated factors.

참고문헌 (17)

  1. 정철헌, "충격하중이 작용하는 RC 슬래브의 국부손상 산정식에 대한 고찰", 대한토목학회 논문집A, 30(6), pp.543~560 (2010), 대한토목학회
  2. 항공기 충돌에 대한 원전 안전성 평가 규제기술 개발-모의해석을 통한 항공기 충돌 평가 방법론 검증, 연구보고서, "한국원자력안전기술원(KINS)", ~, pp.KINS (2011), HR-1072
  3. Agardh, L., "3D FE-simulation of High-velocity Fragment Perforation of Reinforced Concrete Slabs", International Journal of Impact Engineering, 22, pp.911~922 (1999)
  4. Akram, A.-O, "Modeling and Simulation of Bogie Impacts on Concrete Bridge Rails using LS-DYNA", 10th International LS-DYNA Users Conference, pp.3~20 (2008)
  5. Cusatis, G, "Strain-rate Effects on Concrete Behavior", International Journal of Impact Engineering, 38, pp.162~170 (2011)
  6. Grote, D., "Dynamic Behaviour of Concrete at High Strain Rates and Pressures", Journal of Impact Engineering, 25, pp.869~886 (2001)
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  8. Livermore Software Technology Corporation (LSTC), "LSTC (1998) LS-DYNA Examples manual" (1998), Livermore
  9. Livermore Software Technology Corporation (LSTC), "LSTC (2007) LS-DYNA Keyword User's Manual. Version 971", Livermore
  10. Nachtsheim, W., "Interpretation of Results of Meppen slab Tests-comparison with Parametric Investigations", Nuclear Engineering and Design, 75, pp.283~290 (1982)
  11. "NEI (2009) Methodology for Performing Aircraft Impact Assessments for New Plant Designs", ~ (2009)
  12. Ngo, T., "Blast Loading and Blast Effects on Structures-An Overview", Electronic Journal of Structural Engineering (2007), Loading on Structures
  13. Riera, J.D, "A Critical Reappraisal of Nuclear Power Plant Safety Against Accidental Aircraft Impact", Nuclear Engineering and Design, 77, pp.331~342 (1980)
  14. Sangi, A.J, "High-mass, Lowvelocity Impacts on Reinforced Concrete Slabs", 7th European LS-DYNA Conference (2009)
  15. Symonds, P.S, "Viscoplastic Behaviour in Response of Structures to Dynamic Loading, Behaviour of Materials Under Dynamic Loading", pp.106~124 (1965), ASME
  16. Yonten, K, "An Evaluation of Constitutive Models of Concrete in LS-DYNA Finite Element Code", 15th ASCE Engineering Mechanics Conference (2002)
  17. Yu, J., "Further Experimental Investigations on the Failure of Clamped Beams Under Impact Loads", International Journal of Solid Structures, 27(9), pp.1113~1137 (1991)

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