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WANG Jun-li, HE Shuan-hai. Nonlinear stability analysis of long-span curve bridge with high piers during cantilever construction[J]. Journal of Traffic and Transportation Engineering, 2006, 6(2): 30-34.
Citation: WANG Jun-li, HE Shuan-hai. Nonlinear stability analysis of long-span curve bridge with high piers during cantilever construction[J]. Journal of Traffic and Transportation Engineering, 2006, 6(2): 30-34.
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Nonlinear stability analysis of long-span curve bridge with high piers during cantilever construction

  • Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang'an University, Xi'an 710064, Shaanxi, China

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  • Author Bio:

    Wang Jun-li(1964-), male, associate professor, 86-29-82334421, junli_wjl@sohu.com

  • Received Date: 2005-07-01
  • Publish Date: 2006-06-25
    Abstract
  • In order to improve the structure stability of curve rigid frame bridge with high pier and long-span during cantilever construction, bridge structure geometry nonlinearity and material nonlinearity were considered, the stabilities and max-displacements of the bridge were analyzed by finite element method with different central angles of curve, different slenderness ratios of pier and different tie-girder numbers in each situation, the relations of bridge critical stability coefficient and max-displacement with the central angle of curve, slenderness ratio of pier and tie-girder number were studied. The result shows that the nonlinear stability coefficient of bridge is 35% of eigenvalue flexure load, the central angle of curve dominates the critical stability coefficient and the max-displacement, it is not favorable for bridge stability that the number of tie-girder is more than two.

     

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    • References(8)
  • [1]
    王振阳, 赵煜, 徐兴. 高墩大跨径桥梁稳定性[J]. 长安大学学报: 自然科学版, 2003, 23(4): 38-40. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200304010.htm

    Wang Zhen-yang, Zhao Yu, Xu Xing. Three dimension stability of bridge with high piers[J]. Journal of Chang'an University: Natural Science Edition, 2003, 23(4): 38-40. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200304010.htm
    [2]
    乐云祥, 任飞, 常英. 高桩承台的稳定性分析[J]. 桥梁建设, 2004, 34(1): 16-19. https://www.cnki.com.cn/Article/CJFDTOTAL-SLFD202106023.htm

    Yue Yun-xiang, Ren Fei, Chang Ying. Stability analysis of elevated pile caps[J]. Bridge Construction, 2004, 34(1): 16-19. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLFD202106023.htm
    [3]
    王钧利, 贺拴海. 钢筋混凝土高墩稳定非线性分析和模型试验[J]. 长安大学学报: 自然科学版, 2005, 25(4): 31-34.

    Wang Jun-li, He Shuan-hai. Nonlinear stability and model test of reinforce concrete for high piers[J]. Journal of Chang'an University: Natural Science Edition, 2005, 25(4): 31-34. (in Chinese)
    [4]
    Mirza S A, Lacroix E A. Comparative study of strength-computation methods for rectangular reinforced concrete columns[J]. ACI Structural Journal, 2002, 99(4): 399-410.
    [5]
    Moyer M J, Kowalsky M J. Influence of tension strain on buckling of reinforcement in concrete columns[J]. ACI Structural Journal, 2003, 100(1): 75-85.
    [6]
    丁汉山, 刘华. 高架桥弯梁抗扭稳定性分析[J]. 交通运输工程学报, 2004, 4(3): 44-48. http://transport.chd.edu.cn/article/id/200403011

    Ding Han-shan, Liu Hua. Analysis of torsional stability for curve beam in elevated bridges[J]. Journal of Traffic and Transportation Engineering, 2004, 4(3): 44-48. (in Chinese) http://transport.chd.edu.cn/article/id/200403011
    [7]
    郑一峰, 黄桥, 冷曦晨. 预弯组合梁桥的弹塑性极限承载能力研究[J]. 中国公路学报, 2005, 18(4): 54-58. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200504010.htm

    Zheng Yi-feng, Huang Qiao, Leng Xi-chen. Research on elasticplastic ultimate capacity of preflex beam bridges[J]. China Journal of Highway and Transport, 2005, 18(4): 54-58. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200504010.htm
    [8]
    赵伟封, 马宝林, 陈谐民, 等. 薄壁特高墩预应力混凝土连续刚构桥的空间稳定性[J]. 长安大学学报: 自然科学版, 2004, 24(4): 51-54. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200404012.htm

    Zhao Wei-feng, Ma Bao-lin, Chen Xie-min, et al. Space stability of prestressed concrete continuous rigid frame bridge with tall pier and thin wall[J]. Journal of Chang'an University: Natural Science Edition, 2004, 24(4): 51-54. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200404012.htm
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