Lan Zhang∗ and Yao Xie∗∗


  1. [1] Y.D. Li, C.R. Yao, and Y. Liang, A brief discussion onthe progress and challenges of arch bridge technology, BridgeConstruction, 42(02), 2012, 13–20.
  2. [2] J.L. Zheng, New trends in the development of long spanconcrete arch bridges in China, Journal of Chongqing JiaotongUniversity (Natural Science Edition), 35(S1), 2016, 8–11.
  3. [3] B.C. Chen, J.G. Wei, J. Zhou, et al., Application status andprospects of concrete-filled steel tubular arch bridges in China,China Civil Engineering Journal, 50(06), 2017, 50–61.
  4. [4] M. Ding, Y.D. Wang, C.H. Dai, et al., Creep calculationand behavior analysis of concrete-filled steel tubular memberunder axial compression, Engineering Mechanics, 34(06), 2017,166–177.
  5. [5] L.X. Gu, F.X. Ding, L. Fu, et al., Research on the mechan-ical behavior of round-terminal concrete filled steel tubularcolumns, China Journal of Highway and Transport, 27(01),2014, 57–63.
  6. [6] P. Wu, J.H. Zhao, C.G. Zhang, et al., Boundary coefficient ofconcrete filled steel tubular columns with axial compression,Journal of Architecture and Civil Engineering, 31(01), 2014,83–89.
  7. [7] S.X. Zhou, Research on the influence of initial stress of steeltube on bearing capacity of CFST arch bridge, MA, ChongqingUniversity, Chongqing, China, 2007.
  8. [8] S.X. Zhou, M. Zhang, and X.S. Wang, Nonlinear analysis ofinfluence of initial stress of steel tube on bearing capacityof steel pipe arch bridge, Chinese Journal of ComputationalMechanics, 27(2), 2010, 291–297.
  9. [9] F.Y. Huang, G. Yu, B.C. Chen, et al., Experiment study oninfluence of initial stress in concrete filled steel tubular latticedcolumns under axial load, Applied Mechanics & Materials,518(11), 2014, 8.
  10. [10] J.G. Wei, F.Y. Huang, and B.C. Chen, Research on theinfluence of initial stress to ultimate load carrying capacity ofconcrete filled steel tubular (single tube) arches, EngineeringMechanics, 27(7), 2010, 103–112.
  11. [11] H.L. Zhou, S.X. Zhou, X. He, et al., Overview of the researchon initial stress of concrete filled steel tube, Highway TrafficTechnology, 6, 2005, 58–61.
  12. [12] Y. Li, J.H. Zhao, W.B. Liang, et al., Ultimate bearing capacityof dumbbell – shaped CFST columns based on unified strengththeory, Industrial Construction, 43(5), 2013, 137–143.
  13. [13] J.H. Zhao, W.Y. Feng, Y. Ling, et al., Unified solution ofultimate bearing capacity of concrete filled square steel tubularcolumns considering initial stress, Building Structure, 4, 2016,56–61.
  14. [14] B.W. Zhang, Research on ultimate bearing capacity of CFSTarch bridge considering initial stress and initial defect, MA,Harbin Institute of Technology, Harbin, China, 2018.
  15. [15] D.J. Zhang, S.M. Yi, and Y. Wang, Compressive behavior ofconcrete filled steel tubular columns subjected to long-termloading, Thin-Walled Structures, 89, 2015, 205–211.
  16. [16] B.C. Chen and X.Y. Lai, Shrinkage deformation of concretefilled steel tube and shrinkage stress of concrete filled steeltubular arches, Journal of the China Railway Society, 38(02),2016, 112–123.
  17. [17] S.Y. Li, F.Q. Li, B.C. Chen, et al., Analysis of the influenceof creep on concrete-filled steel tubular arch bridges, Journalof the China Railway Society, 33(3), 2011, 100–107.
  18. [18] S.Y. Li, F.Q. Li, B.C. Chen, et al., Analysis of the influenceof creep on concrete-filled steel tubular arch bridges, Journalof the China Railway Society, 33(03), 2011, 100–107.
  19. [19] F.X. Ding and Z.W. Yu, Analysis of the mechanical mechanismof concrete steel tube short columns with round steel tubehoops, China Railway Science, 27(06), 2006, 32–36.
  20. [20] S.H. Cai, Modern concrete filled steel tubular structure, rev.ed. (Beijing: China Communications Press, 2007).
  21. [21] L. Yan, J. Zhao, W. Liang, et al., Unified solution of bear-ing capacity for concrete-filled steel tube column with initialstress under axial compression, Tumu Jianzhu Yu HuanjingGongcheng/journal of Civil Architectural & EnvironmentalEngineering, 35(3), 2013, 63–69.
  22. [22] F.Y. Huang, B.C. Chen, Y.Q. Lin, et al., Research on the effectof initial stress on the ferrules of concrete-filled steel tubu-lar columns, Journal of Fuzhou University (Natural ScienceEdition), 39(04), 2011, 575–580.

Important Links:

Go Back