Steel and Composite Structures

  • 제3권5호
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  • Pages.371-382
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  • 2003
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading - Part II: Parametric study and comparison with the Eurocode 4 proposal

  • Amadio, C. (Department of Civil Engineering, University of Trieste) ;
  • Fragiacomo, M. (Department of Civil Engineering, University of Trieste)
  • 발행 : 2003.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper analyses the response of rigid and semi-rigid steel-concrete composite joints under monotonic loading. The influence of some important parameters, such as the presence of column web stiffening and the mechanical properties of component materials, is investigated by using a three-dimensional finite element modelling based on the Abaqus code. Numerical and experimental responses of different types of composite joints are also compared with the analytical results obtained using the component approach proposed by Eurocode 4. The results obtained with this approach generally fit well with the numerical and experimental values in terms of strength. Conversely, some significant limits arise when evaluating initial stiffness and non-linear behaviour of the composite joint.

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참고문헌

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피인용 문헌

  1. An alternative design for internal and external semi-rigid composite joints. Part II: Finite element modelling and analytical study vol.30, pp.1, 2008, https://doi.org/10.1016/j.engstruct.2007.03.010
  2. Practical and efficient approaches for semi-rigid design of composite frames vol.7, pp.2, 2007, https://doi.org/10.12989/scs.2007.7.2.161