Structural Engineering and Mechanics

  • 제56권5호
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  • Pages.727-743
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  • 2015
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

A study on nonlinear analysis and confinement effect of reinforced concrete filled steel tubular column

  • Xiamuxi, Alifujiang (College of Architecture and Civil Engineering, Xinjiang University) ;
  • Hasegawa, Akira (Department of Civil Engineering and Architecture, Hachinohe Institute of Technology) ;
  • Yu, Jiang (College of Architecture and Civil Engineering, Xinjiang University)
  • 투고 : 2014.12.25
  • 심사 : 2015.10.30
  • 발행 : 2015.12.10
⟨ 이전 논문 다음 논문 ⟩

초록

According to former studies, the mechanical properties of reinforced concrete filled tubular steel (RCFT) columns differed greatly from that of concrete filled steel tubular (CFT) columns because of interaction of inserted reinforcement in RCFT. Employing an experiment-based verification policy, a general FE nonlinear analysis model was developed to analyze the mechanical behavior and failure mechanism of RCFT columns under uniaxial compression. The reasonable stress-strain relationships were suggested for confined concrete, reinforcements and steel tube in the model. The mechanism for shear failure of concrete core was found out in the numerical simulation, and a none-conventional method and equation for evaluating the confinement effect of RCFT were proposed.

키워드

참고문헌

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피인용 문헌

  1. Evaluation of ductility and response modification factor in moment-resisting steel frames with CFT columns vol.12, pp.6, 2015, https://doi.org/10.12989/eas.2017.12.6.643