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Development of Reinforced Concrete Shell Element with Drilling Rotational Stiffness
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 Title & Authors
Development of Reinforced Concrete Shell Element with Drilling Rotational Stiffness
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 Abstract
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.
 Keywords
drilling rotational stiffness;layered approach;smeared crack;uniaxial stress state;
 Language
Korean
 Cited by
1.
회전자유도를 갖는 층상화 요소를 이용한 철근콘크리트 쉘구조의 비선형 동적해석,김태훈;이상국;신현목;

한국지진공학회논문집, 2001. vol.5. 6, pp.21-27
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