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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2010.1
- 수록면
- 593 - 606 (14page)
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This paper presents a formulation to include the prestressing effects in available numerical models for the nonlinear material, instantaneous and long-term analysis of prestressed concrete shell structures, based on the displacement formulation of the finite element method. A four-node flat shell element is adopted for nonlinear analysis of prestressed concrete shells. This element was incorporated into an existing general-purpose finite element analysis program. A distinctive characteristic of the element is its capability to simulate the behavior of shells subjected to a variety of types of loading and drilling rotational stiffness. Consequently, the response of prestressed concrete shell structures can be predicted accurately using the proposed nonlinear finite element procedure.
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참고문헌 (27)
참고문헌 신청
ACI / 2001 / Finite Element Analysis of Reinforced Concrete Structures
ACI Committee 209 / 1992 / Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structures / ACI 209R-92
Chiu, H.S / 1996 / Longterm Deflection Control in Cantilever Prestressed Concrete Bridges. II: experimental verification / Journal of Engineering Mechanics, ASCE 122(6):495~501
Greunen, J.V / 1983 / Nonlinear Analysis of Prestressed Concrete Slabs / Journal of Structural Engineering, ASCE 109(7):1742~1760
Kang, Y.J / 1977 / Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Frames
ACI Committee 209 / 1992 / Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structures / ACI 209R-92
Chiu, H.S / 1996 / Longterm Deflection Control in Cantilever Prestressed Concrete Bridges. II: experimental verification / Journal of Engineering Mechanics, ASCE 122(6):495~501
Greunen, J.V / 1983 / Nonlinear Analysis of Prestressed Concrete Slabs / Journal of Structural Engineering, ASCE 109(7):1742~1760
Kang, Y.J / 1977 / Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Frames
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프리스트레스트 콘크리트 쉘구조의 비선형 유한요소해석
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