Steel and Composite Structures

  • 제13권5호
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  • Pages.451-471
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  • 2012
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

The structural performance of axially loaded CFST columns under various loading conditions

  • Huang, Fuyun (School of Civil Engineering, Fuzhou University) ;
  • Yu, Xinmeng (School of Civil Engineering, Fuzhou University) ;
  • Chen, Baochun (School of Civil Engineering, Fuzhou University)
  • 투고 : 2011.06.11
  • 심사 : 2012.08.17
  • 발행 : 2012.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Concrete filled steel tube (CFST) structures have been used widely in high-rise buildings and bridges due to the efficiency of structurally favourable interaction between the steel tube and the concrete core. In the current design codes only one loading condition in the column members is considered, i.e., the load is applied on the steel tube and concrete core at the same time. However, in engineering practice the tube structures may be subjected to various loading conditions such as loading on the concrete core only, preloading on the steel tube skeleton before filling of concrete core, and so on. In this research, a series of comparative experiments were carried out to study the structural performance of concrete filled circular steel tube columns subject to four concentric loading schemes. Then, a generalized prediction method is developed to evaluate the ultimate load capacity of CFST columns subject to various loading conditions. It is shown that the predictions by the proposed method agree well with test results.

키워드

참고문헌

  1. American Concrete Institute (ACI). (1999), Building code requirements for structural concrete and commentary, ACI 318-99/R-99. Farmington Hills.
  2. American Institute of Steel Construction (AISC). (2005), "Manual for structural steel buildings: Load and Resistance Factor Design (LRFD)", Chicago.
  3. Australia Standards (AS). (1998), "AS4100 Steel structures". Sydney: Standards Australia.
  4. Bahrami, A., Badaruzzaman, W.H.W. and Osman, S.A. (2011), "Nonlinear analysis of concrete-filled steel composite columns subjected to axial loading", Struct. Eng. Mech., An Int/'l Journal, 39(3), 383-398. https://doi.org/10.12989/sem.2011.39.3.383
  5. CECS 28:90. (1992), "Specification for design and construction of concrete-filled steel tube structures", China Planning Press. (in Chinese)
  6. Chen, B.C. and Wang, T.L. (2009), "Overview of Concrete Filled Steel Tube Arch Bridges in China", DOI:10.1061/(ASCE) 1084-0680, 14:2 (70).
  7. China Building Material Industry Standard (JCJ). (1989), "Design and Construction Specifications for concrete filled steel tube structures (JCJ01-89)", Tongji University Press, China. (in Chinese)
  8. China Electric Power Industry Standard (DL/T). (1999), "Design Specifications for Steel-Concrete Composite Structures (DL/T5085-1999)", China Electric Power Press. (in Chinese)
  9. Cai, S. (1989), "Calculation and application of concrete-filled steel tubes", China Architecture & Building Press, Beijing. (in Chinese)
  10. Dai, X. and Lam, D. (2010), "Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections", Steel and Composite Structures, An Int/'l Journal, 10(6), 517-539. https://doi.org/10.12989/scs.2010.10.6.517
  11. Eurocode 4 (EC4). (2004), "Design of composite steel and concrete structures, Part 1.1: General rules and rules for buildings". Brussels: Commission of European Communities.
  12. GB 50017. (2003), "Code for Design of Steel Structures", 1st Ed., Ministry of Construction of China, Beijing, China. (in Chinese)
  13. Goode, C.D. and Lam, D. (2008), "Concrete-filled steel tube columns - tests compared with Eurocode 4", In: Composite Construction VI, July 20-24, Devil's Thumb Ranch, Colorado, USA.
  14. Gourley, B.C., Tort, C., Denavit, M.D., Schiller, P.H. and Hajjar, J.F. (2008), NSEL Report: "A Synopsis of Studies of the Monotonic and Cyclic Behaviour of Concrete-Filled Steel Tube Members, Connections, and Frames", Report No. NSEL-008.
  15. Gupta, P.K., Sarda, S.M. and Kumar, M.S. (2007), "Experimental and computational study of concrete filled steel tube columns under axial loads", J. Constr. Steel Res., 63(2), 182-193. https://doi.org/10.1016/j.jcsr.2006.04.004
  16. Han, L.H. and Yao, G.H. (2003), "Behaviour of concrete-filled hollow structural steel (HSS) columns with preload on the steel tubes", J. Constr. Steel Res., 59(11), 1455-1475. https://doi.org/10.1016/S0143-974X(03)00102-0
  17. Han, L.H., Zheng, L.Q., He, S.H. and Tao, Z. (2011), "Tests on curved concrete filled steel tube members subjected to axial compression", J. Constr. Steel Res., doi:10.1016/j.jcsr.2011.01.012.
  18. Hybrid Structure Series 02 (JSCE). (2006), "Guidelines for performance verification of steel-concrete hybrid structures", Committee on Hybrid Structures.
  19. Johansson, M., Cleason, C., Gylltoft, K. and Akesson, M. (2000), "Structural behaviour of circular composite columns under various means of load application", Proceeding of 6th ASCCS Conference, Los Angeles, USA.
  20. Johansson, M. and Gylltoft, K. (2002), "Mechanical behaviour of circular steel-concrete composite stub columns", J. Struct. Eng., ASCE, 128(8), 1073-1081. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:8(1073)
  21. Knowles, R.B. and Park, R. (1969), "Strength of Concrete Filled Steel Tube Columns," Journal of the Structural Division, ASCE, 95(ST12), 2565-2587.
  22. Kuranovas, A., Goode, D., Kvedaras, A.K. and Zhong, S.T. (2009), "Load-bearing capacity of concrete-filled steel columns", Journal of Civil Engineering and Management, 15(1), 21-33. https://doi.org/10.3846/1392-3730.2009.15.21-33
  23. Liew, J.Y.R. and Xiong, D.X. (2009), "Effect of preload on the axial capacity of concrete-filled composite columns", J. Constr. Steel Res., 65, 709-722. https://doi.org/10.1016/j.jcsr.2008.03.023
  24. Manojkumar, V.C., Mattur, C.N. and Kulkarni, S.M. (2010), "Axial strength of circular concrete-filled steel tube columns - DOE approach", J. Constr. Steel Res., 66, 1248-1260. https://doi.org/10.1016/j.jcsr.2010.04.006
  25. O'Shea, M.D. and Bridge, R.Q. (2000), "Design of circular thin-walled concrete filled steel tubes", J. Struct. Eng., ASCE, 126(11), 1295-1303. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:11(1295)
  26. O'Shea, M.D. and Bridge, R.Q. (1997), "Tests on circular thin-walled steel tubes filled with medium and high strength concrete", Report No. R755, School of Civil Engineering, University of Sydney, Australia.
  27. Starossek, U. and Falah, N. (2008), "The interaction of steel tube and concrete core in concrete-filled steel tube columns", in Tube Structures XII, Shen, Chen & Zhao (eds), Taylor & Francis Group, London, ISBN 978-0-415-46853-4, 75-84.
  28. Wang, Y., Zhang, S. and Guo, L. (2005), "Influence of load conditions on mechanical behaviour of CFST stub columns subjected to axial compression", Journal of Harbin Institute of Technology, 37(1), 40-44.
  29. Xiamuxi, A. and Hasegawa, A. (2010), "Load-sharing ratio analysis of reinforced concrete filled tubular steel columns", Steel and Composite Structures, An Int/'l Journal, 12(6), 523-540.
  30. Zha, X.X. (1996), "Investigation on the behaviour of concrete filled steel tube compression-bending-torsion members under the initial stress", PhD thesis, Harbin University of C.E. Architecture.
  31. Zhu, W.C., Ling, L., Tang, C.A., Kang, Y.M. and Xie, L.M. (2012), "The 3D-numerical simulation on failure process of concrete-filled tubular (CFT) stub columns under uniaxial compression", Computers and Concrete, An Int/'l Journal, 9(4), 257-273. https://doi.org/10.12989/cac.2012.9.4.257

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  9. Analysis and Design of Elliptical Concrete-Filled Thin-Walled Steel Stub Columns Under Axial Compression vol.18, pp.2, 2018, https://doi.org/10.1007/s13296-018-0002-5
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  18. ANFIS-Based Accurate Estimation of the Confinement Effect for Concrete-Filled Steel Tubular (CFST) vol.22, pp.6, 2012, https://doi.org/10.1007/s40815-020-00902-0
  19. Structural performance of nano-silica based blended CFST stub circular column vol.989, pp.None, 2012, https://doi.org/10.1088/1757-899x/989/1/012003
  20. Experimental and numerical studies of circular sandwiched concrete axially loaded CFDST short columns vol.230, pp.None, 2012, https://doi.org/10.1016/j.engstruct.2020.111617
  21. CO2 Emission and Cost Optimization of Concrete-Filled Steel Tubular (CFST) Columns Using Metaheuristic Algorithms vol.13, pp.14, 2012, https://doi.org/10.3390/su13148092
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