Development of Reinforced Concrete Shell Element with Drilling Rotational Stiffness

면내회전강성도를 갖는 철근콘크리트 쉘요소의 개발

  • 김태훈 (성균관대학교 토목공학과) ;
  • 유영화 (성균관대학교 토목공학과) ;
  • 신현목 (성균관대학교 토목공학과)
  • Published : 1999.12.01


In this paper, a nonlinear finite element procedure is presented for the analysis of reinforced concrete shell structures. The 4-node quadrilateral flat shell finite element with drilling rotational stiffness is developed. The layered approach is used to discretize behavior of concrete and reinforcement through the thickness. Material nonlinearity is taken into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. The smeared crack approach is incorporated. The steel reinforcement is assumed to be in a uniaxial stress state and to be a smeared in a layer. The proposed numerical method for nonlinear analysis of reinforce concrete shells will be verified by comparison with reliable experimental results.


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