Steel and Composite Structures

  • 제19권4호
  • /
  • Pages.967-993
  • /
  • 2015
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  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Predicting the axial load capacity of high-strength concrete filled steel tubular columns

  • Aslani, Farhad (Centre for Infrastructure Engineering and Safety, The University of New South Wales) ;
  • Uy, Brian (Centre for Infrastructure Engineering and Safety, The University of New South Wales) ;
  • Tao, Zhong (Institute for Infrastructure Engineering, Western Sydney University) ;
  • Mashiri, Fidelis (Institute for Infrastructure Engineering, Western Sydney University)
  • 투고 : 2014.10.31
  • 심사 : 2015.05.21
  • 발행 : 2015.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

The aim of this paper is to investigate the appropriateness of current codes of practice for predicting the axial load capacity of high-strength Concrete Filled Steel Tubular Columns (CFSTCs). Australian/New Zealand standards and other international codes of practice for composite bridges and buildings are currently being revised and will allow for the use of high-strength CFSTCs. It is therefore important to assess and modify the suitability of the section and ultimate buckling capacities models. For this purpose, available experimental results on high-strength composite columns have been assessed. The collected experimental results are compared with eight current codes of practice for rectangular CFSTCs and seven current codes of practice for circular CFSTCs. Furthermore, based on the statistical studies carried out, simplified relationships are developed to predict the section and ultimate buckling capacities of normal and high-strength short and slender rectangular and circular CFSTCs subjected to concentric loading.

키워드

과제정보

연구 과제번호 : The behaviour and design of composite columns coupling the benefits of high-strength steel and high-strength concrete for large scale infrastructure

연구 과제 주관 기관 : Australian Research Council

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