Journal of the Korean Society of Safety (한국안전학회지)

The Korean Society of Safety (한국안전학회)
권호 표지

Analysis of Concrete Specimen Using Plasticity Theory

소성 이론을 이용한 콘크리트 공시체의 거동 해석

  • Park, Jae-Gyun (Department of Civil & Environmental Engineering, Dankook University) ;
  • Chung, Chul-Hun (Department of Civil & Environmental Engineering, Dankook University) ;
  • Kang, Un-Suk (Department of Civil & Environmental Engineering, Dankook University) ;
  • Hyun, Chang-Heon (Korea Institute of Nuclear Safety)
  • 박재균 (단국대학교 토목환경공학과) ;
  • 정철헌 (단국대학교 토목환경공학과) ;
  • 강운석 (단국대학교 토목환경공학과) ;
  • 현창헌 (한국원자력안전기술원)
  • Published : 2006.04.30
Download PDF
⟨ Previous Next ⟩

Abstract

Recently, experimental and theoretical studies about nonlinear behavior of large concrete structures are in progress. The purpose of this study is to describe the nonlinear behavior of a concrete specimen under compression using several plastic models and to choose the best plastic model for later use in numerical analyses of concrete structures. ABAQUS is a general-purpose FEM program and we tested all suitable embedded material models for concrete. To verify the effectiveness of nonlinear analyses, results were compared with uniaxial and triaxial compression test results.

Keywords

References

  1. ABAQUS User's Manual, Hibbitt, Karlsson & Sorensen, Inc., 2003
  2. Bangash, M.Y.H. 'Concrete and Concrete Structure : Numerical Modeling and Application', Elsevier Science Publishers Ltd., 1989
  3. Candappa, D.C., Sanjayan, J.G., and Setunge, S. 'Complete Triaxial Stress-Strain Curve of High- Strength Concrete', Journal of Materials in Civil Engineering, Vol. 13, No. 3, pp. 209-215, 2001 https://doi.org/10.1061/(ASCE)0899-1561(2001)13:3(209)
  4. Carrasquillo, R.L., Nilson, A.H., and Slate, F.O. 'Mechanical Properties of High-Strength Lightweight Concrete', Journal of America Concrete Institute, No. 83-54, pp. 606-613, 1986
  5. Chen, W.F. and Han, D.J. 'Plasticity for Structural Engineers', SpringerVerlag, New York, 1988
  6. Chen, W.F. 'Plasticity in Reinforced Concrete', McGrawHill, New York, 1982
  7. Hognestad, E. 'A Study of Combined Bending and Axial Load in Reinforced Concrete Members', Bulletin 399, University of Illinois Engineering Experiment Station, Urbana, Ill, 1951
  8. Lee, J. and Fenves, G.L. Plastic-Damage Model for Cyclic Loading of Concrete Structures. Journal of Engineering Mechanics, Vol. 124, No. 8, pp. 892-900, 1998 https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892)
  9. Lubliner, J., Oliver, J., Oller, S., and Onate E. 'A Plastic-Damage Model for Concrete', Int. J. Solids Structures, Vol. 25, No. 3, pp. 299-326, 1989 https://doi.org/10.1016/0020-7683(89)90050-4
  10. Menetrey and Willam, K.J. 'Triaxial Failure Criterion for Concrete and Its Generalization', Journal of America Concrete Institute, Vol. 92, No. 3, pp. 311-317, 1995
  11. Ugural, A.C. and Fenster, S.K. 'Advanced Strength and Applied Elasticity', Prentice Hall PTR, 1995
  12. 윤현도, 한민기, 김선우, 박완신, 양일승, 한병찬, '철근콘크리트 장방형 전단벽의 비선형 유한요소 해석', 대한건축학회 학술발표논문집, 제24권, 제1호, 2004
  13. 이성로, 배용귀, '격납건물의 내진안전성 평가', 한국구조물안전진단학회, 제8권, 제3호, pp. 225-233, 2004
  14. 이흥수, 정철헌, 박재균, 이한주, 'ㄱ형 perfobond 리브 전단연결재 전면 콘크리트의 비선형 유한 요소 해석', 대한토목학회 정기학술대회, 2004
  15. 한민기, 박완신, 한병찬, 황선경, 최창식, 윤현도, 'ABAQUS를 이용한 휨벽체의 비선형 유한요소 해석기법', 대한건축학회논문집 구조계, 제21권, 제2호, 2005