A HYBRID ALGORITHM FOR CABLE FORCE CALCULATION OF CFST ARCH BRIDGES DURING CONSTRUCTION

Zhaohui Chen,∗ Hangxing Sun,∗ Shuixing Zhou,∗ Zengshun Chen,∗∗,∗∗∗ Xuanyi Xue,∗∗ and Yanjian Peng∗∗∗∗

References

  1. [1] Z.S. Chen, K.T. Tse, K.C.S. Kwok, et al., Measurement of unsteady aerodynamic force on a galloping prism in a turbulent flow: A hybrid aeroelastic-pressure balance, Journal of Fluids and Structures, 102, 2021, 103232. 6
  2. [2] Z.S. Chen, X.Z. Fu, Y.M. Xu, et al., A perspective on the aerodynamics and aeroelasticity of tapering: Partial reattachment, Journal of Wind Engineering and Industrial Aerodynamics, 212, 2021, 104590.
  3. [3] Z.S. Chen, H. Huang, Y. Xu, K.T. Tse, B. Kim, and Y. Wang, Unsteady aerodynamics on a tapered prism under forced excitation. Engineering Structures, 240, 2021, 112387.
  4. [4] J.L. Zheng and J.J. Wang, Concrete-filled steel tube arch bridges in China, Engineering, 2018(4), 2018, 143–155.
  5. [5] Z. Jian, N. Shozo, O. Toshihiro, et al., Formulation of stress concentration factors for concrete-filled steel tubular (CFST) K-joints under three loading conditions without shear forces, Engineering Structures, 190, 2019, 90–100.
  6. [6] M.R. Rovira and J.G. Tomas, Construction of the Nelson Mandela bridge in Barcelona, Structural Engineering International, 28(3), 2018, 376–380.
  7. [7] M.A. Bradford and Y.L. Pi, Geometric nonlinearity and longterm behavior of crown-pinned CFST arches, Journal of Structural Engineering, 141(8), 2015, 04014190.
  8. [8] C.H. Jeon, J.B. Lee, S. Lon, et al., Equivalent material model of corroded prestressing steel strand, Journal of Materials Research and Technology, 8(2), 2019, 2450–2460.
  9. [9] J.K. Kim and J.M. Yang, Effect of design variables on deflected tensile performance of high-strength 7-wire steel strand for stay cable, Construction and Building Materials, 188, 2018, 40–48.
  10. [10] B.H. Xia, Z.S. Chen, T.L. Li, et al., Construction control of a long span light urban rail transit cable-stayed bridge: A case study, International Journal of Robotics & Automation, 32(3), 2017, 274–282.
  11. [11] K.M. Shrestha, B.C. Chen, and Y.F. Chen, State of the art of creep of concrete filled steel tubular arches, KSCE Journal of Civil Engineering, 15(1), 2011, 145–151.
  12. [12] B.C. Chen, J.G. Wei, J. Zhou, et al., Application of concretefilled steel tube arch bridges in china: current status and prospects, China Civil Engineering Journal, 50(6), 2017, 54– 65.
  13. [13] S.X. Zhou, Y. Li, and R.H. Lai, Installation and construction control calculation of arch rib at San Men Jian Tiao Bridge in Zhejiang province, China Highway Society Bridge and Structural Engineering Society Bridge Symposium, 2001.
  14. [14] Z.C. Tian, D.L. Chen, and D.H. Yan, Determination of the buckling cable-force and pre-camber in the process of assembling arch ring segments of a long-span arch bridge, Journal of the China Railway Society, 26(3), 2004, 81–87.
  15. [15] D.L. Chen, L. Miao, and Z.C. Tian, Calculation of the cablestayed force and pre-camber in the process of assembling arch bridge segments, Engineering Mechanics, 2007(5), 2007, 132–137.
  16. [16] Z.C. Zhang, G.R. Ye, and Y.F. Wang, Optimization of stayedbuckle cable forces during adjustment of the line-shape on long span arch bridge, Engineering Mechanics, 21(6), 2004, 187–192.
  17. [17] J.M. Zhang, J.L. Zheng, and R.C Xiao, Calculation method for optimizing the installation process of concrete-filled steel tube arch bridge, China Journal of Highway and Transport, 18(2), 2005, 40–44.
  18. [18] S.J Sun, J. Gao, P.M. Huang. Forward-calculating optimization method for determining the rational construction state of cable-stayed bridges. Advanced Materials Research, 2013, 671674(1):980-984.
  19. [19] Y. Gu, C.R. Yao, Y.D. Li, et al., Study of alignment control method for installation of arch ribs of long span CFST arch bridge, Bridge Construction, 44(1), 2014, 107–113.
  20. [20] L. Wang and C.M. Luo, A hybrid genetic TABU search algorithm for mobile robot to solve AS/RS path planning, International Journal of Robotics & Automation, 33(2), 2018, 161–168.
  21. [21] J.Z. Xin, H. Zhang, J.T. Zhou, et al., Damage identification of bridge system based on a hybrid algorithm, International Journal of Robotics & Automation, 34(2), 2019, 104–111.
  22. [22] R. Fletcher and M.J.D. Powell, A rapidly convergent descent method for minimization, Computer Journal, 6(2), 1964, 163– 168.
  23. [23] M.J.D. Powell, A fast algorithm for nonlinearly constrained optimization calculations, Mathematical Programming, 45(3), 1978, 547–566.
  24. [24] M.R. Hestenes, Multiplier and gradient methods, Journal of Optimization Theory & Applications, 4(5), 1969, 303–320.
  25. [25] R.T. Rockafellar, The multiplier method of Hestenes and Powell applied to convex programming, Journal of Optimization Theory and Applications, 12(6), 1973, 555–562.
  26. [26] R. Dehghani, N. Bidabadi, and M.M. Hosseini, A new modified BFGS method for unconstrained optimization problems, Computational & Applied Mathematics, 37(4), 2018, 5113–5125.
  27. [27] N. Bidabadi, Using a spectral scaling structured BFGS method for constrained nonlinear least squares, Optimization Methods & Software, 34(4), 2019, 693–706.
  28. [28] N. Bidabadi and N. Mahdavi-Amiri, Superlinearly convergent exact penalty methods with projected structured secant updates for constrained nonlinear least squares, Journal of Optimization Theory and Applications, 162(1), 2014, 154–190.
  29. [29] G.M. Croceri, G.N. Sottosanto, and M.C. Maciel, Augmented penalty algorithms based on BFGS secant approximations and trust regions. Applied Numerical Mathematics, 57(3), 2007, 320–334.
  30. [30] S.Q. Qin, Application of unstressed state control method to calculation for erection of cable-stayed bridge, Bridge Construction, 2008(2), 2008, 13–16.

Important Links:

Go Back