Volume 20 Issue 1
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2020  >  20(1): 92-101
Next Previous
ZHOU Qian, ZHOU Jian-ting, MA Hu, LI Xiao-gang, ZHANG Lan. Improved algorithm of cable force for one-time cable tensioning on steel tube arch ribs with segmental hoisting[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 92-101. doi: 10.19818/j.cnki.1671-1637.2020.01.007
Citation: ZHOU Qian, ZHOU Jian-ting, MA Hu, LI Xiao-gang, ZHANG Lan. Improved algorithm of cable force for one-time cable tensioning on steel tube arch ribs with segmental hoisting[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 92-101. doi: 10.19818/j.cnki.1671-1637.2020.01.007
shu

Improved algorithm of cable force for one-time cable tensioning on steel tube arch ribs with segmental hoisting

doi: 10.19818/j.cnki.1671-1637.2020.01.007
  • 1.

    School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

  • 2.

    School of Urban Construction, Chongqing Energy College, Chongqing 402260, China

  • 3.

    Chongqing Rail Transit (Group) Co., Ltd., Chongqing 401120, China

  • 4.

    T.Y.Lin International Engineering Consulting (China) Co., Ltd., Chongqing 401121, China

More Information
  • Author Bio:

    ZHOU Qian(1987-), female, doctoral student, 673413658@qq.com

    ZHOU Jian-ting(1972-), male, professor, PhD, jtzhou@cqjtu.edu.cn

  • Received Date: 2019-08-20
  • Publish Date: 2020-02-25
    Abstract
  • To improve the defects of low iteration efficiency, long calculation time and neglecting the influence of temperature change of common calculation methods for cable force of long-span steel tube arch ribs during the segmental hoisting, an improved algorithm considering the influence of temperature change and improving the calculation efficiency was established. Based on the knowledge of material mechanics and geometry, the theoretical relationship between the changes of arch rib displacement and temperature during the hoisting was deduced, and the theoretical relationship between the changes of cable force and temperature was deduced considering the changes of cable length and arch rib displacement caused by the temperature change. Based on the one-time cable tensioning method and the zero order optimization method in ANSYS, a calculation program of cable force was developed considering the influence of temperature change and implementing the macro-control on the automatic search in the iteration sub step. The construction control analysis of segmental hoisting for a concrete filled steel tube arch bridge with a main span of 300 m was carried out with the improved algorithm. Analysis result shows that the results of derived theoretical formula are consistent with the change rules of finite element analysis results. The maximum relative error of displacement change of arch rib is 11%, and the maximum relative error of cable force change is 18%, both can meet the engineering accuracy requirements. Comparing with the original algorithm, the iteration number reduces from 26 to 17, the iteration efficiency increases by 35%, and the maximum deviation of cable force between the calculated and measured values reduces from 276 kN to 100 kN. The maximum deviation of arch rib displacement between the theoretical and the measured values is 7 mm after loosening cables and arched, and the arched alignment is normal. The established improved algorithm can realize the one-time cable tensioning and improve the iteration efficiency and calculation accuracy. The arch rib alignment after loosening cables and arched can meet the design requirements when using the improved algorithm to control the hoisting construction of long span steel tube arch rib.

     

    • FullText(HTML)
  • loading
    • References(31)
  • [1]
    GRANATA M F, MARGIOTTA P, RECUPERO A, et al. Partial elastic scheme method in cantilever construction of concrete arch bridges[J]. Journal of Bridge Engineering, 2013, 18: 663-672. doi: 10.1061/(ASCE)BE.1943-5592.0000396
    [2]
    BOOTHBY T E, DOMALIK D E, DALAL V A. Service load response of masonry arch bridges[J]. Journal of Structural Engineering, 1998, 124: 17-23. doi: 10.1061/(ASCE)0733-9445(1998)124:1(17)
    [3]
    FANNING P J, BOOTHBY T E. Three-dimensional modeling and full-scale testing of stone arch bridges[J]. Computers and Structures, 2001, 79(29/30): 2645-2662.
    [4]
    MOHAMMADZADEH S, MIRI A, NOURI M. Enhancing the structural performance of masonry arch bridges with ballast mats[J]. Journal of Performance of Constructed Facilities, 2017, 31(5): 04017089-1-10. doi: 10.1061/(ASCE)CF.1943-5509.0001080
    [5]
    YAO Guo-wen, CHAO Yang, WU Hai-jun, et al. Construction control of hoisting and installation of arch rib of a half-through CFST stiff skeleton arch bridge[J]. Bridge Construction, 2017, 47(5): 107-111. (in Chinese). doi: 10.3969/j.issn.1003-4722.2017.05.019
    [6]
    ZHENG Jie-lian, WANG Jian-jun, FENG Zhi, et al. Vacuum aided concrete grouting process test of concrete filled steel tube arch segment[J]. China Journal of Highway and Trasport, 2014, 27(6): 44-50. (in Chinese). doi: 10.3969/j.issn.1001-7372.2014.06.006
    [7]
    GUO Jin-liang, LI Chao, CAO Zhong-liang. Construction control of arch rib lifting of long span concrete filled steel tube arch bridge[J]. Highway, 2017(9): 179-185. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201709041.htm
    [8]
    XUE Jun-qing, CHEN Bao-chun, LIN Jian-hui. Study of temperature expansion and contraction deformation of bridges with their deck slabs extended by hollow slabs[J]. Bridge Construction, 2018, 48(2): 37-42. (in Chinese). doi: 10.3969/j.issn.1003-4722.2018.02.007
    [9]
    WANG You-biao. Analysis of temperature field and temperature effects on long-span CFST arch bridge[D]. Chengdu: Southwest Jiaotong University, 2013. (in Chinese).
    [10]
    XU Yue, ZHAN Bing-lai, LI Yang, et al. An optimum calculation method of cable force of CFST arch bridge in inclined cable hoisting construction[J]. Journal of Highway and Transportation Research and Development, 2016, 33(6): 61-67. (in Chinese). doi: 10.3969/j.issn.1002-0268.2016.06.010
    [11]
    GAO Xin, LIU Li-jing, YAO Shu-kui, et al. Commonly encountered damages in cable members of CFST arch bridge and detection methods[J]. Key Engineering Materials, 2014, 619: 71-80. doi: 10.4028/www.scientific.net/KEM.619.71
    [12]
    GU Ying, LI Yao-dong, LIU Sai-zhi. Research on construction control of long-span CFST arch bridge[J]. Applied Mechanics and Materials, 2015, 777: 88-93. doi: 10.4028/www.scientific.net/AMM.777.88
    [13]
    HAO Nie-bing, GU An-bang. Construction control of 500 m scale concrete-filled steel tubular arch bridge[J]. Journal of Southwest Jiaotong University, 2015, 50(4): 635-640. (in Chinese). doi: 10.3969/j.issn.0258-2724.2015.04.010
    [14]
    HU Da-lin, CHEN Ding-shi, ZHAO Xiao-you, et al. Construction control of cantilever casting of long span reinforced concrete arch bridge[J]. Journal of Traffic and Transportation Engineering, 2016, 16(1): 25-36. (in Chinese). doi: 10.3969/j.issn.1671-1637.2016.01.004
    [15]
    ZHANG Zhi-cheng, YE Gui-ru, WANG Yun-feng. Optimization of stayed-buckle cable forces during adjustment of the line-shape on long span arch bridge[J]. Engineering Mechanics, 2004, 21(6): 187-192. (in Chinese). doi: 10.3969/j.issn.1000-4750.2004.06.031
    [16]
    LIU Shao-ping, ZHANG Min, DUAN Yong-sheng. Cable force calculation of Daninghe Bridge based on zero-order optimization method[J]. Municipal Engineering Technology, 2009, 27(4): 354-356, 364. (in Chinese). doi: 10.3969/j.issn.1009-7767.2009.04.009
    [17]
    XU Yue, SHEN Cheng-yue, ZHU Yi-biao, et al. Improved iteration algorithm for determination of tension of fastening stays for cantilever construction of arch bridge[J]. Bridge Construction, 2016, 46(2): 65-69. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201602012.htm
    [18]
    LI Zhe, ZHAO Dong-sheng, YAN Dong-huang, et al. Study on manufacturing line shape calculation method for large span concrete filled steel tube arch bridge[J]. Journal of China and Foreign Highway, 2015, 35(4): 107-110. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201504029.htm
    [19]
    ZHOU Jian-ting, LIU Jian, ZHOU Wen, et al. Analysis of temperature change on pre-lifting value of cable-stayed buckling and alignment of main arch ring of concrete filled steel tubular arch bridge[J]. Journal of China and Foreign Highway, 2017, 37(4): 62-66. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201704016.htm
    [20]
    DUDAREV A, BREMER J, MULDER T, et al. New bridge temperature sensor for superconducting magnets and other cryogenic applications[J]. IEEE Transactions on Applied Superconductivity, 2018, 28(3): 9000904.
    [21]
    WANG Yuan-feng, MA Yi-shuo, HAN Bing, et al. Temperature effect on creep behavior of CFST arch bridge[J]. Journal of Bridge Engineering, 2013, 18: 1397-1405. doi: 10.1061/(ASCE)BE.1943-5592.0000484
    [22]
    FARRERAS-ALCOVER I, CHRYSSANTHOPOULOS M K, ANDERSEN J E. Data-based models for fatigue reliability of orthotropic steel bridge decks based on temperature, traffic and strain monitoring[J]. International Journal of Fatigue, 2017, 95: 104-119. doi: 10.1016/j.ijfatigue.2016.09.019
    [23]
    KIM S H, PARK S J, WU J X, et al. Temperature variation in steel box girders of cable-stayed bridges during construction[J]. Journal of Constructional Steel Research, 2015, 112: 80-92. doi: 10.1016/j.jcsr.2015.04.016
    [24]
    LEI Xiao, JIANG Han-wan, WANG Jie, et al. Temperature effects on horizontally curved concrete box-girder bridges with single-column piers[J]. Journal of Aerospace Engineering, 2019, 32(3): 04019008-1-14. doi: 10.1061/(ASCE)AS.1943-5525.0000992
    [25]
    AU F T K, THAM L G, TONG M, et al. Temperature monitoring of steel bridges[J]. Health Monitoring and Management of Civil Infrastructure Systems, 2001, 4337: 282-291. doi: 10.1117/12.435603
    [26]
    ZHENG Zhi-ming, ZHOU Jian-ting, LIANG Xiong, et al. Analysis on measured deformation and theoretic deformation of large span CFST arch bridge caused by temperature[J]. Journal of Chongqing Jiaotong University (Natural Science), 2008, 27(S): 843-848. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT2008S1000.htm
    [27]
    LI Xiu-mei, LAI Lian, XIE Xiao-li. Effect of temperature load on angular deflection in cantilever assembling construction of long span concrete filled steel arch bridge[J]. Central South Highway Engineering, 2004, 29(4): 29-30, 34. (in Chinese). doi: 10.3969/j.issn.1674-0610.2004.04.007
    [28]
    ZHOU Qian, ZHOU Shui-xing, LI Xiao-qing, et al. Study on construction mechanical properties of cantilever-pouring concrete arch bridge[J]. Journal of Chongqing Jiaotong University (Natural Science), 2018, 37(7): 9-13, 68. (in Chinese). doi: 10.3969/j.issn.1674-0696.2018.07.02
    [29]
    WEI Jian-gang, CHEN Bao-chun. Analysis on rib rigidity of concrete filled steel tubular arch bridge[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 38-43. (in Chinese). http://transport.chd.edu.cn/article/id/201601004
    [30]
    WU Qing-xiong, CHEN Bao-chun. Deck roughness evaluation of concrete-filled steel tubular arch bridge[J]. Journal of Traffic and Transportation Engineering, 2010, 10(4): 23-28. (in Chinese). doi: 10.3969/j.issn.1671-1637.2010.04.004
    [31]
    YANG Lyu-feng, XIE Wei-wei, ZHENG Jian, et al. Linear-elastic analysis method of ultimate bearing capacity of dumbbell-shaped CFST arch rib[J]. Journal of Traffic and Transportation Engineering, 2017, 17(3): 25-35. (in Chinese). doi: 10.3969/j.issn.1671-1637.2017.03.003
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1184) PDF downloads(184) Cited by()
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return