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REN Wen-feng, WANG Xing-hua, TU Peng. Simulation and monitoring of high-speed railway tied-arch bridge construction with arch first and beam late method[J]. Journal of Traffic and Transportation Engineering, 2012, 12(5): 28-36. doi: 10.19818/j.cnki.1671-1637.2012.05.004
Citation: REN Wen-feng, WANG Xing-hua, TU Peng. Simulation and monitoring of high-speed railway tied-arch bridge construction with arch first and beam late method[J]. Journal of Traffic and Transportation Engineering, 2012, 12(5): 28-36. doi: 10.19818/j.cnki.1671-1637.2012.05.004
shu

Simulation and monitoring of high-speed railway tied-arch bridge construction with arch first and beam late method

doi: 10.19818/j.cnki.1671-1637.2012.05.004
  • 1.

    School of Civil Engineering, Central South University, Changsha 410075, Hunan, China

  • 2.

    CCCC Road and Bridge International Co., Ltd., Beijing 100027, China

More Information
  • Author Bio:

    REN Wen-feng(1976-), male, senior engineer, doctoral student, +86-731-82565715, wenfeng_ren@hotmail.com

    WANG Xing-hua(1957-), male, professor, PhD, +86-731-82655489, xhwang@mail.csu.edu.cn

  • Received Date: 2012-05-06
    Abstract
  • The tied-arch bridge of Qingyang Harbour for Beijing-Shanghai High-Speed Railway was taken as research object, finite element simulation analysis and field monitoring were used, the stresses and strains of arch ribs and suspenders for high-speed railway tied-arch bridge with arch first and beam late construction method were calculated under different construction processes, and the change laws and control essentials of arch rib and suspender cable in construction process were analyzed. Calculation result shows that the maximal resilience deformation of arch rib is 37 mm by using finite element simulation, and the maximal compressive stress appears in the time between the closure of tied beams and the removing of temporary consolidation. The calculated elevations of arch rib points are identical with actual measurement values, and all the differences are less than 10 mm. The compressive stresses in main arch show a uniform distribution and are less than 80 MPa. So the construction method of arch rib integral hoisting and arch first and beam late is feasible.

     

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    • References(18)
  • [1]
    PENG Gui-han, DONG Ju-can, CHEN Bao-chun. Trial-design research on inclined hangers in CFST bow string archbridge[J]. Journal of Fuzhou University: Natural Science Edition, 2009, 37(4): 560-566. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-FZDZ200904021.htm
    [2]
    HE Shuan-hai, LI Chun-feng, LU Ting, et al. Influencing parameters of stability for reinforced concrete tied-arch bridge[J]. Journal of Chang'an University: Natural Science Edition, 2008, 28(4): 43-46. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200804012.htm
    [3]
    LIU Zhao. Determination of the optimal hanger forces for tied-arch bridges based on energy methods[J]. Engineering Mechanics, 2009, 26(8): 168-173. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX200908030.htm
    [4]
    GHOLIPOUR A, ARAABI B N, LUCAS C. Predicting cha-otic time series using neural and neurofuzzy models: a com-parative study[J]. Neural Processing Letters, 2006, 24(3): 217-239. doi: 10.1007/s11063-006-9021-x
    [5]
    TAO Mu-xuan, NIE Jian-guo. Nonlinear finite element analysis of prestressed continuous steel-concrete composite beams[J]. China Civil Engineering Journal, 2011, 44(2): 8-20. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201102005.htm
    [6]
    ZHANG Hua. Construction of long-span tied arch bridge of Lanxin Railway[J]. Road Machinery and Construction Mech-anization, 2012, 29(3): 67-69. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201203028.htm
    [7]
    DOU Chao, GUO Yan-lin. Elastic flexural-torsional buckling load of monosymmetric circular arches[J]. Journal of Archi-tecture and Civil Engineering, 2011, 28(4): 69-74. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201104014.htm
    [8]
    HAO Jian-qiang, MI Hao-jie. Construction monitoring of simply supported tied arch of Urumqi Large Bridge[J]. Road Machinery and Construction Mechanization, 2012, 29(4): (). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201204047.htm
    [9]
    ZHANG Wang-xi, YI Wei-jian, WANG Li-li, et al. Analysis and control of multi-span double arch bridge expanded by continu-ous bridge[J]. Journal of Architecture and Civil Engineering, 2010, 27(1): 25-30. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201001007.htm
    [10]
    LIU Zhao, LU Zhi-tao. Comparative study on the tied-arch bridges with vertical and inclined hangers[J]. China Civil Engineering Journal, 2000, 33(5): 63-67. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200005013.htm
    [11]
    WU Jian-wu. Three dimension nonlinear stability analysis of the combinational bridges with rigid frame and single-ribbed tied arch[J]. Journal of Wuhan University of Technology, 2008, 30(8): 139-142, 177. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY200808039.htm
    [12]
    CHEN Huai, WU Hong-sheng, TANG Jun. Spatial analysis of suspender tensile force for the Pushan CFST through arch bridge[J]. Journal of Railway Science and Engineering, 2008, 5(2): 12-16. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CSTD200802004.htm
    [13]
    ZHOU De, YE Mei-xin, LUO Ru-deng. Mechanical analysis of through tied-arch composite bridge on high-speed railway[J]. Journal of Central South University: Science and Technology, 2009, 40(5): 1457-1464. (in Chinese).
    [14]
    HAO Chao. Construction control and control precision goal of long-span steel cable-stayed bridge[J]. China Journal of Highway and Transport, 2003, 16(1): 54-57. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200301013.htm
    [15]
    YU Qian-hua. Stress analysis and measurement of long-span concrete bridge in process of construction supervisory control[J]. China Journal of Highway and Transport, 2008, 21(2): 68-73. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200802012.htm
    [16]
    LI Xiao-he, SUN Xin-feng, WANG Min-huan. Construction techniques for a(60+128+60)m tied arch and continuous girder bridge[J]. Bridge Construction, 2009(5): 53-56. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201201016.htm
    [17]
    DIN Yan. Analysis of structural parameters cable tension optimization of tied-arch bridge of Nielsen system in highspeed railway[D]. Changsha: Changsha University of Science and Technology, 2010. (in Chinese).
    [18]
    TIAN Zhong-chu, DIN Yan, JIANG Tian-yong. Influencing factors on creep deformation of tied-arch bridge of Nielsen system in high-speed railway[J]. Journal of Changsha University of Science and Technology: Natural Science, 2010, 7(2): 25-32. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HNQG201002004.htm
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