Steel and Composite Structures

  • 제3권5호
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  • Pages.349-369
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  • 2003
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading - Part I: Finite element modelling and validation

  • 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

The paper concerns the modelling of rigid and semi-rigid steel-concrete composite joints under monotonic loading through use of the Abaqus program, a widespread finite element code. By comparing numerical and experimental results obtained on cruciform tests, it is shown that the proposed modelling allows a good fit of the global joint response in terms of moment-rotation law. Even the local response in terms of stresses and strains is adequately predicted. Hence, this numerical approach may represent a useful tool for attaining a better understanding of experimental results. It may also be used to perform parametric analyses and to calibrate simplified mechanical models for practical applications.

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참고문헌

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  3. Experimental study on seismic behavior of exterior composite beam-to-column joints with large size stiffened angles vol.37, pp.1, 2003, https://doi.org/10.12989/scs.2020.37.1.015