Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Behavior of circular thin-walled steel tube confined concrete stub columns

  • Ding, Fa-xing (School of Civil Engineering, Central South University) ;
  • Tan, Liu (School of Civil Engineering, Central South University) ;
  • Liu, Xue-mei (School of Civil Engineering and Built Environment, Queensland University of Technology) ;
  • Wang, Liping (School of Civil Engineering, Central South University)
  • Received : 2016.07.26
  • Accepted : 2016.12.23
  • Published : 2017.02.10
⟨ Previous Next ⟩

Abstract

This paper presents a combined numerical and theoretical study on the composite action between steel and concrete of circular steel tube confined concrete (STCC) stub columns under axial compressive loading with a full theoretical elasto-plastic model and finite element (FE) model in comparison with experimental results. Based on continuum mechanics, the elasto-plastic model for STCC stub columns was established and the analysis was realized by a FORTRAN program and the three dimensional FE model was developed using ABAQUS. The steel ratio of the circular STCC columns were defined in range of 0.5% to 2% to analyze the composite action between steel tube and concrete, and make a further study on the advantages of the circular STCC columns. By comparing the results using the elasto-plastic methods with the parametric analysis result of FE model, the appropriate friction coefficient between the steel tube and core concrete was defined as 0.4 to 0.6. Based on ultimate balance theory, the formula of ultimate load capacity applying to the circular STCC stub columns was developed.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

References

  1. Aboutaha, R.S. and Machado, R. (1998), "Seismic resistance of steel confined reinforced concrete (SCRC) columns", Struct. Des. Tall. Spec., 7(3), 251-260.
  2. Chang, X., Huang, C.K. and Chen, Y.J. (2009), "Mechanical performance of eccentrically loaded pre-stressing concrete filled circular steel tube columns by means of expansive cement", Eng. Struct., 31(11), 2588-2597. https://doi.org/10.1016/j.engstruct.2009.06.007
  3. Cui, M.J. and Shao, Y.B. (2015), "Residual static strength of cracked concrete-filled circular steel tubular (CFCST) T-joint", Steel Compos. Struct., Int. J., 18(4), 1045-1062. https://doi.org/10.12989/scs.2015.18.4.1045
  4. Ding, F.X., Yu, Z.W. and Bai, Y. (2011a), "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
  5. Ding, F.X., Ying, X.Y., Yu, Z.W. and Ou, J.P. (2011b), "Mechanical performance of circular concrete-filled steel tube columns with lightweight aggregate concrete", J. Shenzhen. University. Science. Eng., 28(3), 202-207. [In Chinese]
  6. Ding, F.X., Ying, X.Y., Zhou, L.C. and Yu, Z.W. (2011c), "Unified calculation method and its application in determining the uniaxial mechanical properties of concrete", Front. Archit. Civil Eng. China, 5(3), 381-393. https://doi.org/10.1007/s11709-011-0118-6
  7. Ding, F.X., Fang, C.J. and Bai, Y. (2014), "Mechanical performance of stirrup-confined concrete-filled steel tubular stub columns under axial loading", J. Constr. Steel Res., 98(7), 149- 157.
  8. Ding, F.X., Liu, J., Liu, X.M., Yu, Z.W. and Li, D.W. (2015), "Mechanical behavior of circular and square concrete filled steel tube stub columns under local compression", Thin-Wall. Struct., 94(9), 155-166. https://doi.org/10.1016/j.tws.2015.04.020
  9. Ding, F.X., Li, Z., Cheng, S.S. and Yu, Z.W. (2016), "Composite action of hexagonal concrete-fiiled steel tubular stub columns under axial loading", Thin-Wall. Struct., 107(10), 502-513. https://doi.org/10.1016/j.tws.2016.07.005
  10. Han, L.H., Yao, G.H., Chen, Z.P. and Yu, Q. (2005), "Experimental behavior of steel tube confined concrete (STCC) columns", Steel Compos. Struct., Int. J., 5(6), 459-484. https://doi.org/10.12989/scs.2005.5.6.459
  11. Huang, Y.S., Long, Y.L. and Cai, J. (2008), "Ultimate strength of rectangular concrete-filled steel tubular (CFT) stub columns under axial compression", Steel Compos. Struct., Int. J., 8(2), 115-128. https://doi.org/10.12989/scs.2008.8.2.115
  12. Huang, F.Y., Yu, X.M. and Chen, B.C. (2012), "The structural performance of axially loaded CFST columns under various loading conditions", Steel Compos. Struct., Int. J., 13(5), 451- 471. https://doi.org/10.12989/scs.2012.13.5.451
  13. Johansson, M. and Gylltoft, K. (2002), "Mechanical behavior of circular steel-concrete composite stub columns", J. Struct. Eng., 128(8), 1073-1081. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:8(1073)
  14. Kim, W.W., Mun, J.H. and Yang, K.H. (2015), "Simplified model for the stress-strain relationship of confined concrete", Steel Compos. Struct., Int. J., 31(4), 79-86.
  15. Lee, S.H., Uy, B., Kim, S.H., Choi, Y.H. and Choi, S.M. (2011), "Behavior of high-strength circular concrete-filled steel tubular (CFST) column under eccentric loading", J. Constr. Steel Res., 67(1), 1-13. https://doi.org/10.1016/j.jcsr.2010.07.003
  16. Liu, J.P., Zhang, S.M., Zhang, X.D. and Guo, L.H. (2009), "Behavior and strength of circular tube confined reinforcedconcrete (CTRC) columns", J. Constr. Steel Res., 65(7), 1447- 1458. https://doi.org/10.1016/j.jcsr.2009.03.014
  17. O'shea, M. and Bridge, R.Q. (2000), "Design of circular thinwalled concrete filled steel tubes", J. Struct. Eng., 126(11), 1295-1303. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:11(1295)
  18. Qing, Y., Tao, Z., Liu, W. and Chen, Z.B. (2010), "Analysis and calculations of steel tube confined concrete (STCC) stub columns", J. Constr. Steel Res., 66(1), 53-64. https://doi.org/10.1016/j.jcsr.2009.08.003
  19. Ren, Q.X., Han, L.H., Lam, D. and Hou, C. (2014), "Experiments on special-shaped CFST stub columns under axial compression", J. Constr. Steel Res., 98(1), 123-133. https://doi.org/10.1016/j.jcsr.2014.03.002
  20. Schneider, S.P. (1998), "Axially loaded concrete-filled steel tubes", J. Struct. Eng., 124(10), 1125-1138. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:10(1125)
  21. Tomii, M., Sakino, K. and Xiao, Y. (1987), "Ultimate moment of rein-forced concrete short columns confined in steel tube", Proc. of Pacific Conference on Earthquake Engineering., Volume 2, pp. 11-22.
  22. Wang, Q.T. and Chang, X. (2013), "Analysis of concrete-filled steel tubular columns with "T" shaped cross section (CFTTS)", Steel Compos. Struct., Int. J., 15(1), 41-45. https://doi.org/10.12989/scs.2013.15.1.41
  23. Yu, Z.W., Ding, F.X. and Cai, C.S. (2007), "Experimental behavior of circular concrete-filled steel tube stub columns", J. Constr. Steel Res., 63(2), 165-174. https://doi.org/10.1016/j.jcsr.2006.03.009
  24. Zhou, X.H., Liu, J.P. and Zhang, S.M. (2009), "Behavior of circular tubed reinforced concrete stub columns under axial compression", Eng. Mech., 26(11), 53-59.
  25. Zhou, X.H. and Liu, J.P. (2010), Performance and Design of Steel Tube Confined Members, Science Press Ltd., Beijing, China. [In Chinese]

Cited by

  1. Composite action of notched circular CFT stub columns under axial compression vol.24, pp.3, 2017, https://doi.org/10.12989/scs.2017.24.3.309
  2. A physically consistent stress-strain model for actively confined concrete vol.20, pp.1, 2017, https://doi.org/10.12989/cac.2017.20.1.085
  3. Assessment of stress-strain model for UHPC confined by steel tube stub columns vol.63, pp.3, 2017, https://doi.org/10.12989/sem.2017.63.3.371
  4. Experimental study on the seismic performance of concrete filled steel tubular laced columns vol.26, pp.6, 2018, https://doi.org/10.12989/scs.2018.26.6.719
  5. Behavior of polygonal concrete-filled steel tubular stub columns under axial loading vol.28, pp.5, 2017, https://doi.org/10.12989/scs.2018.28.5.573
  6. Numerical and Experimental Investigations of Different Cross-Sectional Configuration of Plain Concrete and CFST Short Columns Under Axial Compression vol.17, pp.10, 2017, https://doi.org/10.1007/s40999-019-00427-0
  7. A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections vol.35, pp.3, 2017, https://doi.org/10.12989/scs.2020.35.3.353
  8. Multi-Beams modelling for high-rise buildings subjected to static horizontal loads vol.75, pp.3, 2020, https://doi.org/10.12989/sem.2020.75.3.283
  9. Test and simulation of circular steel tube confined concrete (STCC) columns made of plain UHPC vol.75, pp.6, 2017, https://doi.org/10.12989/sem.2020.75.6.643
  10. Fully nonlinear inelastic analysis of rectangular CFST frames with semi-rigid connections vol.38, pp.5, 2021, https://doi.org/10.12989/scs.2021.38.5.497