Steel and Composite Structures

  • 제22권6호
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  • Pages.1487-1505
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Behavior of CFST columns with inner CFRP tubeunder biaxial eccentric loading

  • Li, Guochang (School of Civil Engineering, Shenyang Jianzhu University) ;
  • Yang, Zhijain (School of Civil Engineering, Shenyang Jianzhu University) ;
  • Lang, Yan (Department of Building Engineering, Suqian College) ;
  • Fang, Chen (Department of Civil Engineering, University of Texas at El Paso)
  • 투고 : 2016.05.25
  • 심사 : 2016.12.02
  • 발행 : 2016.12.30
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the results of an experimental study on the behavior of a new type of composite FRP-concrete-steel member subjected to bi-axial eccentric loading. This new type of composite member is in the form of concrete-filled square steel tube slender columns with inner CFRP (carbon fiber-reinforced polymer) circular tube, composed of an inner CFRP tube and an outer steel tube with concrete filled in the two tubes. Tests on twenty-six specimens of high strength concrete-filled square steel tube columns with inner CFRP circular tube columns (HCFST-CFRP) were carried out. The parameters changed in the experiments include the slenderness ratio, eccentric ratio, concrete strength, steel ratio and CFRP ratio. The experimental results showed that the failure mode of HCFST-CFRP was similar to that of HCFST, and the specimens failed by local buckling because of the increase of lateral deflection. The steel tube and the CFRP worked together well before failure under bi-axial eccentric loading. Ductility of HCFST-CFRP was better than that of HCFST. The ultimate bearing capacity of test specimen was calculated with simplified formula, which agreed well with test results, and the simplified formula can be used to calculate the bearing capacity of HCFSTF within the parameters of this test.

키워드

과제정보

연구 과제 주관 기관 : National Science Foundation of China

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