DESIGN OPTIMIZATION OF STEEL TUBEWALL THICKNESS OF CONCRETE-FILLED STEEL TUBULAR ARCH BRIDGE

Lan Zhang∗ and Yao Xie∗∗

References

  1. [1] Y.D. Li, C.R. Yao, and Y. Liang, A brief discussion on the progress and challenges of arch bridge technology, Bridge Construction, 42(02), 2012, 13–20.
  2. [2] J.L. Zheng, New trends in the development of long span concrete arch bridges in China, Journal of Chongqing Jiaotong University (Natural Science Edition), 35(S1), 2016, 8–11.
  3. [3] B.C. Chen, J.G. Wei, J. Zhou, et al., Application status and prospects 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 calculation and behavior analysis of concrete-filled steel tubular member under axial compression, Engineering Mechanics, 34(06), 2017, 166–177.
  5. [5] L.X. Gu, F.X. Ding, L. Fu, et al., Research on the mechanical behavior of round-terminal concrete filled steel tubular columns, 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 of concrete 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 steel tube on bearing capacity of CFST arch bridge, MA, Chongqing University, Chongqing, China, 2007.
  8. [8] S.X. Zhou, M. Zhang, and X.S. Wang, Nonlinear analysis of influence of initial stress of steel tube on bearing capacity of steel pipe arch bridge, Chinese Journal of Computational Mechanics, 27(2), 2010, 291–297.
  9. [9] F.Y. Huang, G. Yu, B.C. Chen, et al., Experiment study on influence of initial stress in concrete filled steel tubular latticed columns under axial load, Applied Mechanics & Materials, 518(11), 2014, 8.
  10. [10] J.G. Wei, F.Y. Huang, and B.C. Chen, Research on the influence of initial stress to ultimate load carrying capacity of concrete filled steel tubular (single tube) arches, Engineering Mechanics, 27(7), 2010, 103–112.
  11. [11] H.L. Zhou, S.X. Zhou, X. He, et al., Overview of the research on initial stress of concrete filled steel tube, Highway Traffic Technology, 6, 2005, 58–61.
  12. [12] Y. Li, J.H. Zhao, W.B. Liang, et al., Ultimate bearing capacity of dumbbell – shaped CFST columns based on unified strength theory, Industrial Construction, 43(5), 2013, 137–143.
  13. [13] J.H. Zhao, W.Y. Feng, Y. Ling, et al., Unified solution of ultimate bearing capacity of concrete filled square steel tubular columns considering initial stress, Building Structure, 4, 2016, 56–61.
  14. [14] B.W. Zhang, Research on ultimate bearing capacity of CFST arch 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 of concrete filled steel tubular columns subjected to long-term loading, Thin-Walled Structures, 89, 2015, 205–211.
  16. [16] B.C. Chen and X.Y. Lai, Shrinkage deformation of concrete filled steel tube and shrinkage stress of concrete filled steel tubular 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 influence of creep on concrete-filled steel tubular arch bridges, Journal of 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 influence of creep on concrete-filled steel tubular arch bridges, Journal of the China Railway Society, 33(03), 2011, 100–107.
  19. [19] F.X. Ding and Z.W. Yu, Analysis of the mechanical mechanism of concrete steel tube short columns with round steel tube hoops, 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 bearing capacity for concrete-filled steel tube column with initial stress under axial compression, Tumu Jianzhu Yu Huanjing Gongcheng/journal of Civil Architectural & Environmental Engineering, 35(3), 2013, 63–69.
  22. [22] F.Y. Huang, B.C. Chen, Y.Q. Lin, et al., Research on the effect of initial stress on the ferrules of concrete-filled steel tubular columns, Journal of Fuzhou University (Natural Science Edition), 39(04), 2011, 575–580.

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