Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Mechanical behavior of outer square inner circular concrete-filled dual steel tubular stub columns

  • Ding, Fa-xing (School of Civil Engineering, Central South University) ;
  • Wang, Wenjun (School of Civil Engineering, Central South University) ;
  • Liu, Xue-mei (Department of Infrastructure Engineering, The University of Melbourne) ;
  • Wang, Liping (School of Civil Engineering, Central South University) ;
  • Sun, Yi (School of Civil Engineering, Central South University)
  • Received : 2019.05.16
  • Accepted : 2021.01.27
  • Published : 2021.02.10
⟨ Previous Next ⟩

Abstract

The mechanical behavior of the outer square inner circular concrete-filled dual steel tubular (SCCFT) stub columns under axial compression is investigated by means of experimental research, numerical analysis and theoretical investigation. Parameters such as diameter ratio, concrete strength and steel ratio were discussed to identify their influence on the mechanical properties of SCCFT short columns on the basis of the experimental investigation of seven SCCFT short columns. By establishing a finite element model, nonlinear analysis was performed to discuss the longitudinal and transverse stress of the dual steel tubes. The longitudinal stress characteristics of the core and sandwich concrete were also analyzed. Furthermore, the failure sequence was illustrated and the reasonable cross-section composition of SCCFT stub column was proposed. A formula to predict the axial load capacity of SCCFT stub column was advanced and verified by the results from experiment and the finite element.

Keywords

Acknowledgement

This research is supported by the National Key Research Program of China, Grant No. 2017YFC0703404, and Science Fund for Distinguished Young Scholars of Hunan, Grant No. 2019JJ20029.

References

  1. Aghdamy, S., Thambiratnam, D.P. and Dhanasekar, M. (2016), "Experimental investigation on lateral impact response of concrete-filled double-skin tube columns using horizontal-impact-testing system", Exp. Mech., 56(7), 1133-1153. http://dx.doi.org/ 10.1007/s11340-016-0156-z.
  2. Agheshlui, H., Goldsworthy, H., Gad, E. and Mirza, O. (2017), "Anchored blind bolted composite connection to a concrete filled steel tubular column", Steel Compos. Struct., 23(1), 115-130. http://dx.doi.org/10.12989/scs.2017.23.1.115.
  3. Aslani, F., Uy, B., Wang, Z. and Patel, V. (2016), "Confinement models for high strength short square and rectangular concrete-filled steel tubular columns", Steel Compos. Struct., 22(5), 937-974. http://dx.doi.org/10.12989/scs.2016.22.5.937
  4. Chang, X., Ru, Z.L., Zhou, W. and Zhang, Y.B. (2013), "Study on concrete-filled stainless steel carbon steel tubular (CFSCT) stubcolumns under compression", Thin-Wall. Struct., 63, 125-133. https://doi.org/10.1016/j.tws.2012.10.002.
  5. Chen, J., Wang, J. and Li, W. (2017), "Experimental behaviour of reinforced concrete-filled steel tubes under eccentric tension", J. Constr. Steel Res., 136, 91-100. https://doi.org/10.1016/j.jcsr.2017.05.004.
  6. Ding, F.X., Ying, X.Y., Zhou, L.C. and Yu, Z.W. (2011a), "Unified calculation method and its application in determining the uniaxial mechanical properties of concrete", Front. Archit. Civ. Eng., 5(3), 381-393. https://doi.org/10.1007/s11709-011-0118-6.
  7. Ding, F.X., Yu, Z.W., Bai, Y. and Gong, Y.Z. (2011b), "Elasto-plastic analysis of circular concrete-filled steel tube stub columns", J. Constr. Steel Res., 67(10), 1567-1577. https://doi.org/10.1016/j.jcsr.2011.04.001.
  8. Ding, F.X., Fang, C.J, Bai, Y. and Gong, Y. Z. (2014). "Mechanical performance of stirrup-confined concrete-filled steel tubular stub columns under axial loading", J. Constr. Steel Res., 98(7), 146-157. https://doi.org/10.1016/j.jcsr.2014.03.005.
  9. Ding, F.X., Zhu, J., Cheng, S.S. and Liu, X.M. (2018) "Comparative study of stirrup-confined circular concrete-filled steel tubular stub columns under axial loading", Thin-Wall. Struct.,123, 294-304. https://doi.org/10.1016/j.tws.2017.11.033.
  10. Ding, F.X., Wang, W.J., Lu, D.R. and Liu, X.M. (2020), "Study on the behavior of concrete-filled square double-skin steel tubular stub columns under axial loading", Structures, 23, 665-676. https://doi.org/10.1016/j.istruc.2019.12.008
  11. Feng, P., Cheng, S., Bai, Y. and Ye, L. (2015), "Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression", Compos. Struct., 123(5), 312-324. https://doi.org/10.1016/j.compstruct.2014.12.053.
  12. Fu, Q., Ding, F.X., Zhang, T., Wang, L.P. and Fang, C.J. (2018), "Composite action of hollow concrete-filled circular steel tubular stub columns", Steel Comp. Struct., 26(6), 693-703. http://dx.doi.org/10.12989/scs.2018.26.6.693.
  13. Hassanein, M.F. and Kharoob, O.F. (2014), "Compressive strength of circular concrete-filled double skin tubular short columns", Thin-Wall. Struct, 77(4), 165-173. https://doi.org/10.1016/j.tws.2013.10.004.
  14. Hassanein, M.F., Kharoob, O.F. and Gardner, L. (2015), "Behaviour and design of square concrete-filled double skin tubular columns with inner circular tubes", Eng. Struct., 100(10), 410-424. https://doi.org/10.1016/j.engstruct.2015.06.022.
  15. Hassanein, M.F., Elchalakani, M. and Patel V.I. (2017), "Overall buckling behaviour of circular concrete-filled dual steel tubular columns with stainless steel external tubes" Thin-Wall. Struct., 115, 336-348. https://doi.org/10.1016/j.tws.2017.01.035.
  16. Huang, H., Han, L., Tao, Z. and Zhao, X. (2010). "Analytical behaviour of concrete-filled double skin steel tubular (CFDST) stub columns", J. Constr. Steel Res., 66(4), 542-555. https://doi.org/10.1016/j.jcsr.2009.09.014.
  17. Lee, H.J., Choi, I.R. and Park, H.G. (2017), "Eccentric compression strength of rectangular concrete-filled tubular columns using high-strength steel thin plates", J. Struct. Eng., 143(5), 04016228. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001724.
  18. Ma, S.F., Zhao, J.H., Guo, H.X. and Wei X.Y (2007) "Experimental investigation of concrete-filled square steel tubular columns reinforced by inner circular steel tube under axial compression", J. Harbin Inst. Technol., 39,55-58 (in Chinese) https://doi.org/10.3321/j.issn:0367-6234.2007.01.015
  19. Patel, V.I. (2020), "Analysis of uniaxially loaded short roundended concrete-filled steel tubular beam -columns", Eng. Struct., 205(15), 110098.1-110098.13. https://doi.org/10.1016/j.engstruct.2019.110098.
  20. Qian, J.R., Zhang, Y., Ji, X.D. and Cao, W.L. (2011), "Test and analysis of axial compression behavior of short composite-sectioned high strength concrete filled steel tubular columns", J. Build. Struct., 32(12) 162-169. (in Chinese) http://dx.doi.org/10.14006/j.jzjgxb.2011.12.019.
  21. Qian, J.R., Li, N.B., Ji, X.D. and Zhao, Z.Z. (2014), "Experimental study on the seismic behavior of high strength concrete-filled double-tube columns", Earthq. Eng. Eng. Vib., 13(1), 47-57. http://dx.doi.org/10.1 007/s11803-014-0211-7. https://doi.org/10.1007/s11803-014-0211-7
  22. Ren, Q.X., Hou, C., Lam, D. and Han, L.H. (2014), "Experiments on the bearing capacity of tapered concrete filled double skin steel tubular (CFDST) stub columns", Steel Compos. Struct., 17(5), 665-684. http://dx.doi.org/10.12989/scs.2014.17.5.667.
  23. Romero, M.L., Gabarda, V.A., Ana Espinos Capilla., Antonio Hospitaler Perez., Aliaga, D. P. and Jose M. Portoles. et al. (2016). "Circular concrete-filled dual steel columns with ultrahigh-strength concrete", Steel Constr., 9(4), 23-330. https://doi.org/10.1002/stco.201610038.
  24. Shekastehband, B., Taromi, A. and Abedi, K. (2017), "Fire performance of stiffened concrete filled double skin steel tubular columns", Fire Saf. J., 88, 13-25. https://doi.org/10.1016/j.firesaf.2016.12.009.
  25. Wan, C.Y. and Zha, X.X. (2016), "Nonlinear analysis and design of concrete-filled dual steel tubular columns under axial loading", Steel Compos. Struct., 20(3), 571-597. http://dx.doi.org/10.12989/scs.2016.20.3.571.
  26. Wang, Z.B., Tao, Z. and Yu, Q. (2017), "Axial compressive behaviour of concrete-filled double-tube stub columns with stiffeners", Thin-Wall. Struct., 120, 91-104. https://doi.org/10.1016/j.tws.2017.08.025.
  27. Wang, L.P., Cao, X.X., Ding, F.X., Luo, L., Sun, Y. and Liu, X.M (2018) "Composite action of concrete-filled double circular steel tubular stub columns", Steel Comp. Struct., 29(1), 77-90. http://dx.doi.org/10.12989/scs.2018.29.1.077.
  28. Zhang, T., Ding, F.X., Wang, L.P., Liu, X.M. and Jiang, G.S. (2018), "Behavior of polygonal concrete-filled steel tubular stub columns under axial loading", Steel Compos. Struct., 28(5), 573-588. http://dx.doi.org/10.12989/scs.2018.28.5.573.

Cited by

  1. Numerical Investigation of the Composite Action of Axially Compressed Concrete-Filled Circular Aluminum Alloy Tubular Stub Columns vol.14, pp.9, 2021, https://doi.org/10.3390/ma14092435
  2. Analytical Modelling of LACFCST Stub Columns Subjected to Axial Compression vol.9, pp.9, 2021, https://doi.org/10.3390/math9090948
  3. Prediction of Mechanical Properties of the Stirrup-Confined Rectangular CFST Stub Columns Using FEM and Machine Learning vol.9, pp.14, 2021, https://doi.org/10.3390/math9141643
  4. Numerical Investigation of Composite Behavior and Strength of Rectangular Concrete-Filled Cold-Formed Steel Tubular Stub Columns vol.14, pp.20, 2021, https://doi.org/10.3390/ma14206221
  5. Mechanical Properties of Furnace Slag and Coal Gangue Mixtures Stabilized by Cement and Fly Ash vol.14, pp.22, 2021, https://doi.org/10.3390/ma14227103
  6. Confinement Effect and Efficiency of Concentrically Loaded RACFCST Stub Columns vol.15, pp.1, 2021, https://doi.org/10.3390/ma15010154