Steel and Composite Structures

  • 제25권3호
  • /
  • Pages.299-314
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  • 2017
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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

Performance of lightweight aggregate and self-compacted concrete-filled steel tube columns

  • AL-Eliwi, Baraa J.M. (Civil Engineering Department, University of Gaziantep) ;
  • Ekmekyapar, Talha (Civil Engineering Department, University of Gaziantep) ;
  • Faraj, Radhwan H. (Civil Engineering Department, University of Gaziantep) ;
  • Gogus, M. Tolga (Civil Engineering Department, University of Gaziantep) ;
  • AL-Shaar, Ahmed A.M. (Civil Engineering Department, University of Gaziantep)
  • 투고 : 2017.04.22
  • 심사 : 2017.07.05
  • 발행 : 2017.10.30
⟨ 이전 논문 다음 논문 ⟩

초록

The aim of this paper is to investigate the performance of Lightweight Aggregate Concrete Filled Steel Tube (LWCFST) columns experimentally and compare to the behavior of Self-Compacted Concrete Filled Steel Tube (SCCFST) columns under axial loading. Four different L/D ratios and three D/t ratios were used in the experimental program to delve into the compression behaviours. Compressive strength of the LWC and SCC are 33.47 MPa and 39.71 MPa, respectively. Compressive loading versus end shortening curves and the failure mode of sixteen specimens were compared and discussed. The design specification formulations of AIJ 2001, AISC 360-16, and EC4 were also assessed against test results to underline the performance of specification methods in predicting the compression capacity of LWCFST and SCCFST columns. Based on the behaviour of the SCCFST columns, LWCFST columns exhibited different performances, especially in ductility and failure mode. The nature of the utilized lightweight aggregate led to local buckling mode to be dominant in LWCFST columns, even the long LWCFST specimens suffered from this behaviour. While with the SCCFST specimens the global buckling governed the failure mode of long specimens without any loss in capacity. Considering a wide range of column geometries (short, medium and long columns), this paper extends the current knowledge in composite construction by examining the potential of two promising and innovative structural concrete types in CFST applications.

키워드

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피인용 문헌

  1. Performance of Retrofitted Self-Compacting Concrete-Filled Steel Tube Beams Using External Steel Plates vol.2018, pp.1687-8442, 2018, https://doi.org/10.1155/2018/3284745
  2. RETRACTED ARTICLE: Repair of Buckled Concrete Filled Steel Tube Columns Subjected to Axial Compression vol.24, pp.5, 2017, https://doi.org/10.1007/s12205-020-0321-x
  3. D-Shaped Concrete-Filled Steel Tube Structure in Bridge Engineering vol.2021, pp.None, 2021, https://doi.org/10.1155/2021/6611003
  4. Axial behavior of steel reinforced lightweight aggregate concrete columns: Analytical studies vol.38, pp.2, 2017, https://doi.org/10.12989/scs.2021.38.2.223