Steel and Composite Structures

  • 제32권1호
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  • Pages.111-126
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  • 2019
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Static behavior of novel RCS through-column-type joint: Experimental and numerical study

  • Nguyen, Xuan Huy (Faculty of Construction Engineering, University of Transport and Communications) ;
  • Le, Dang Dung (Faculty of Construction Engineering, University of Transport and Communications) ;
  • Nguyen, Quang-Huy (Department of Civil Engineering and Urban Planning, INSA de Rennes)
  • 투고 : 2018.09.29
  • 심사 : 2019.05.28
  • 발행 : 2019.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper deals with experimental investigation and modeling of the static behavior of a novel RCS beam-column exterior joint. The studied joint detail is a through-column type in which an H steel profile totally embedded inside RC column is directly welded to the steel beam. The H steel profile was covered by two supplementary plates in the joint area in order to avoid the stirrups resisting shear in the joint area. Two full-scale through-column-type RCS joints were tested under static loading. The objectives of the tests were to examine the connection performance and to highlight the contribution of two supplementary plates on the shear resistance of the joint. A reliable nonlinear 3D finite element model was developed using ABAQUS software to predict the response and behavior of the studied RCS joint. An extensive parametric study was performed to investigate the influences of the stirrups, the encased profile length and supplementary plate length on the behavior of the studied RCS joint.

키워드

과제정보

연구 과제 주관 기관 : Vietnam National Foundation for Science and Technology Development (NAFOSTED)

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