한국안전학회지 (Journal of the Korean Society of Safety)

  • 제21권2호
  • /
  • Pages.89-97
  • /
  • 2006
  • /
  • 1738-3803(pISSN)
  • /
  • 2383-9953(eISSN)
한국안전학회 (The Korean Society of Safety)
권호 표지

소성 이론을 이용한 콘크리트 공시체의 거동 해석

Analysis of Concrete Specimen Using Plasticity Theory

  • 박재균 (단국대학교 토목환경공학과) ;
  • 정철헌 (단국대학교 토목환경공학과) ;
  • 강운석 (단국대학교 토목환경공학과) ;
  • 현창헌 (한국원자력안전기술원)
  • 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)
  • 발행 : 2006.04.30
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초록

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.

키워드

참고문헌

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