Steel and Composite Structures

  • 제28권4호
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  • Pages.449-460
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Shear transfer mechanism in connections involving concrete filled steel columns under shear forces

  • De Nardin, Silvana (Department of Structural Engineering, University of Sao Paulo) ;
  • El Debs, Ana Lucia H.C. (Department of Civil Engineering, Federal University of Sao Carlos)
  • 투고 : 2018.02.24
  • 심사 : 2018.06.14
  • 발행 : 2018.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper reports the experimental results of three through bolt beam-column connections under pure shear forces using modified push-out tests. The investigated specimens include extended end-plates and six through-bolts connecting square concrete-filled steel tubular column (S-CFST) to steel beams. The main goal of this study is to investigate if and how the mechanical shear connectors, such as steel angles and stud bolts, contribute to the shear transfer mechanisms in the steel-concrete interface of the composite column. The contribution of shear studs and steel angles to improve the shear resistance of steel-concrete interface in through-bolt connections was investigated using tests. The results showed that their contribution is not significant when the beam-column connection is included in the push-out tests. The specimens failed by pure shear of the long bolts, and the ultimate load can be predicted using the shear resistance of the bolts under shear forces. The predicted values of load allowed obtaining a good agreement with the tests results.

키워드

과제정보

연구 과제 주관 기관 : CNPq (National Council for Research and Development), FAPESP (Sao Paulo State Foundation for Research)

참고문헌

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