Steel and Composite Structures

  • 제4권1호
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  • Pages.37-48
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  • 2004
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Tests on fiber reinforced concrete filled steel tubular columns

  • Gopal, S. Ramana (Sri Venkateswara College of Engineering) ;
  • Devadas Manoharan, P. (Anna University)
  • 투고 : 2003.08.25
  • 심사 : 2004.02.28
  • 발행 : 2004.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper deals with the strength and deformation of both short and slender concrete filled steel tubular columns under the combined actions of axial compression and bending moment. Sixteen specimens were tested to investigate the effect of fiber reinforced concrete on the ultimate strength and behavior of the composite column. The primary test parameters were load eccentricity and column slenderness. Companion tests were also undertaken on eight numbers of similar empty steel tubes to highlight the synergistic effects of composite column. The test results demonstrate the influence of fiber reinforced concrete on the strength and behavior of concrete filled steel tubular columns.

키워드

참고문헌

  1. ACI Committee 211 (1969) "Recommended practice for selecting proportions for normal weight concrete", American Concrete Institute.
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  9. Kilpatrick, A.E. and Vijayarangan, B. (1999), "Tests on high strength concrete filled steel tubular columns", ACI Struct. J., 96(2), 268-274.
  10. Knowles, R.B. and Park, R. (1969), "Strength of concrete filled steel tubular columns", J. Struct. Div., ASCE., 95(ST 12), 2565-2587.
  11. Neogi, P.K., Sen, H.K. and Chapman, J.C. (1969), "Concrete filled tubular steel columns under eccentric loading", Struct. Eng., 47(5), 187-195.
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피인용 문헌

  1. Behaviour of concrete-filled steel columns subjected to lateral cyclic loading vol.75, 2012, https://doi.org/10.1016/j.jcsr.2012.03.006
  2. An experimental study on FRC infilled steel tubular columns under eccentric loading vol.21, pp.3, 2017, https://doi.org/10.1007/s12205-016-0851-4
  3. Experimental investigation of axially loaded steel fiber reinforced high strength concrete-filled steel tube columns vol.22, pp.6, 2015, https://doi.org/10.1007/s11771-015-2753-x
  4. Experimental study on axially compressed circular CFST columns with improved confinement effect vol.140, 2018, https://doi.org/10.1016/j.jcsr.2017.10.025
  5. Experimental behaviour of eccentrically loaded slender circular hollow steel columns in-filled with fibre reinforced concrete vol.62, pp.5, 2006, https://doi.org/10.1016/j.jcsr.2005.09.004
  6. Behavior of steel fiber reinforced concrete-filled steel tube columns under axial compression vol.95, 2015, https://doi.org/10.1016/j.conbuildmat.2015.07.114
  7. A theoretical axial stress-strain model for circular concrete-filled-steel-tube columns vol.125, 2016, https://doi.org/10.1016/j.engstruct.2016.06.048
  8. Dune sand concrete-filled steel tubular (CFST) stub columns under axial compression: Experiments vol.124, 2018, https://doi.org/10.1016/j.tws.2017.12.006
  9. Research on Behaviors of Steel Fiber Reinforced Concrete Filled Steel Tube Columns under Axial Load vol.163-167, pp.1662-8985, 2010, https://doi.org/10.4028/www.scientific.net/AMR.163-167.596
  10. Strengthening Steel Members with Holes Under Tension Using Unidirectional GFRP Sheets vol.18, pp.2, 2018, https://doi.org/10.1007/s13296-018-0011-4
  11. FLEXURAL BEHAVIOUR OF CONCRETE‐FILLED STEEL HOLLOW SECTIONS BEAMS vol.14, pp.2, 2008, https://doi.org/10.3846/1392-3730.2008.14.5
  12. Seismic Performance of Exterior Steel Ring-Stiffener Joint vol.2019, pp.None, 2019, https://doi.org/10.1155/2019/8107103