•  
  •  
 

Abstract

To solve the problem of determining the cable force of composite girder cable-stayed bridges with stacked girders under the reasonable construction state, this paper proposed the forward difference iteration method for determining the reasonable design state of cable-stayed bridges based on the calculation principles of the forward iteration method and the difference iteration method for determining the cable force of cable-stayed bridges under the reasonable construction state. Meanwhile, a program for cable force calculation during the reasonable construction stage was written, and the automatic optimization function of cable force during the reasonable construction stage was realized. Additionally, after applying this method to a double-tower composite girder cable-stayed bridge with stacked girders, at the tenth iteration, most of the cable force deviations fell within 5%, while at the 15th iteration, most of the cable force deviations were within 3%. At the 20th iteration, the deviation of cable force for each inclined cable was within 0.5%. Compared with the forward iteration method based on the influence matrix method to determine the cable force during the construction stage, the forward difference iteration method does not require multiple extractions of complex influence matrices. Instead, it only needs to take the difference between the calculated bridge cable force and the target bridge cable force for each iteration, and then update the cable force during the construction stage for the next iteration based on the difference. This is convenient and easy to operate, and can satisfy the engineering accuracy requirements.

Publication Date

1-18-2024

DOI

10.14048/j.issn.1671-2579.2023.06.034

First Page

218

Last Page

223

Submission Date

March 2025

Reference

[1] 顾安邦, 向中富. 桥梁工程-下册[M]. 3版. 北京: 人民交通出版社, 2017. GU Anbang, XIANG Zhongfu. Bridge engineering[M]. 3rd ed. Beijing: China Communications Press, 2017. [2] 涂光亚, 石洋, 邹磊. 大跨度钢混组合梁斜拉桥钢主梁截面参数对成桥状态主梁受力敏感性分析[J]. 中外公路, 2022, 42(1): 108-115. TU Guangya, SHI Yang, ZOU Lei. Sensitivity analysis of section parameters of steel main girder of long-span cable-stayed bridge with steel-concrete composite girder on mechanical behavior of main girder in completion state[J]. Journal of China & Foreign Highway, 2022, 42(1): 108-115. [3] 熊先勇, 傅亚军, 黄茛. 钢‒混组合梁斜拉桥钢主梁安装方法分析与误差控制[J]. 中外公路, 2023, 43(3): 126-133. XIONG Xianyong, FU Yajun, HUANG Gen. Installation method analysis and error control of steel girder of steel-concrete composite girder cable-stayed bridge [J]. Journal of China & Foreign Highway, 2023, 43(3): 126-133. [4] 傅亚军,刘浩,陈常松，等.钢梁线形误差在组合梁斜拉桥中的传递研究[J].中外公路,2022,42(6):72‑76. FU Yajun, LIU Hao, CHEN Changsong, et al. Study on the transfer of steel beam shape errors in composite beam cable-stayed bridges [J]. Journal of China and Foreign Highway, 2022, 42(6): 72-76. [5] 李传习. 桥梁工程[M]. 北京: 中国建筑工业出版社, 2020. LI Chuanxi. bridge engineering [M]. Beijing: China Architecture & Building Press, 2020. [6] LONETTI P, PASCUZZO A. Optimum design analysis of hybrid cable-stayed suspension bridges[J]. Advances in Engineering Software, 2014, 73: 53-66. [7] 黄春亮, 骆俊杰, 李蓉, 等. 收缩徐变效应对三塔单索面矮塔斜拉桥的影响分析[J]. 中外公路, 2021, 41(4): 192-197. HUANG Chunliang, LUO Junjie, LI Rong, et al. Analysis of the influence of shrinkage and creep effect on three-tower single-plane extradosed cable-stayed bridge [J]. Journal of China & Foreign Highway, 2021, 41(4): 192-197. [8] 颜东煌，刘光栋.确定斜拉桥合理施工状态的正装迭代法[J].中国公路学报，1999，12(2)：59‑64. YAN Donghuang, LIU Guangdong. Determining the rational construction state of cable-stayed bridges using the forward iteration method [J]. China Journal of Highway and Transport, 1999, 12(2): 59-64. [9] 秦顺全. 桥梁施工控制: 无应力状态法理论与实践[M]. 北京: 人民交通出版社, 2007. QIN Shunquan. Theory and practice of stress-free state method [M]. Beijing: China Communications Press, 2007. [10] 钟万勰，刘元芳，纪峥.斜拉桥施工中的张拉控制和索力调整[J].土木工程学报，1992，25(3)：9‑15. ZHONG Wansheng, LIU Yuanfang, JI Zheng. Tension control and cable force adjustment in cable-stayed bridge construction [J]. China Civil Engineering Journal, 1992, 25(3): 9-15. [11] 肖汝诚，项海帆.斜拉桥索力优化及其工程应用[J].计算力学学报，1998，15(1)：118‑126. XIAO Rucheng, XIANG Haifan. Optimization method of cable prestresses of cable-stayed bridges and its engineering applications [J]. Chinese Journal of Computational Mechanics, 1998, 15(1): 118-126. [12] 戴杰. 钢箱梁斜拉桥合理成桥状态与合理施工状态优化方法研究[D]. 西安: 长安大学, 2016. DAI Jie. Research on optimization method of reasonable bridge state and reasonable construction state of steel box girder cable-stayed bridge. Xi’an: Changan University, 2016. [13] 覃荷瑛, 王彦峰, 姜涌, 等. 光纤光栅智慧钢绞线在斜拉桥拉索预应力等值张拉施工中的应用[J]. 中外公路, 2022, 42(2): 107-111. QIN Heying, WANG Yanfeng, JIANG Yong, et al. Application of fiber Bragg grating smart steel strand for prestressed iso-tension construction in cablestayed bridge[J]. Journal of China & Foreign Highway, 2022, 42(2): 107-111. [14] 陈强, 高立宝, 杜洪亮. 凤凰路大桥的合理成桥状态研究及施工阶段分析[J]. 中外公路, 2023, 43(1): 144-148. CHEN Qiang, GAO Libao, DU Hongliang. Research on reasonable completion state and construction stage of Fenghuang Road Bridge[J]. Journal of China & Foreign Highway, 2023, 43(1): 144-148. [15] 张玉平, 刘雪松, 李传习. 基于MOPSO算法的斜拉桥索力优化分析[J]. 土木与环境工程学报(中英文), 2020, 42(2): 107-114. ZHANG Yuping, LIU Xuesong, LI Chuanxi. Optimization of cable tension of cable-stayed bridges based on multi-objective particle swarm optimization algorithm[J]. Journal of Civil and Environmental Engineering, 2020, 42(2): 107-114. [16] 戴杰, 秦凤江, 狄谨, 等. 斜拉桥成桥索力优化方法研究综述[J]. 中国公路学报, 2019, 32(5): 17-37. DAI Jie, QIN Fengjiang, DI Jin, et al. Review on cable force optimization method for cable-stayed bridge in completed bridge state[J]. China Journal of Highway and Transport, 2019, 32(5): 17-37. [17] 张录斌. 基于差值迭代法的斜拉桥施工索力计算分析[J]. 兰州工业学院学报, 2019, 26(3): 14-17. ZHANG Lubin. Cable force calculation and analysis of cable-stayed bridge construction based on difference iteration method[J]. Journal of Lanzhou Institute of Technology, 2019, 26(3): 14-17. [18] 刘耀东, 聂闯, 唐齐. 基于差值迭代法的斜拉桥初张索力计算方法[J]. 湖北工业大学学报, 2018, 33(1): 98-100. LIU Yaodong, NIE Chuang, TANG Qi. Calculation method of initial tensile forces of cable-stayed bridge based on difference iteration method[J]. Journal of Hubei University of Technology, 2018, 33(1): 98-100. [19] 王晟, 颜东煌, 宁平华, 等. 确定钢桁梁斜拉桥合理施工阶段索力的索长迭代法[J]. 中外公路, 2019, 39(3): 68-72. WANG Sheng, YAN Donghuang, NING Pinghua, et al. Cable-length-iteration method for evaluating rational cable force during construction of cable-stayed bridges with steel struss-griders[J]. Journal of China & Foreign Highway, 2019, 39(3): 68-72. [20] 冯阅, 罗立胜, 韩建刚. 基于智能优化方法的斜拉桥索力优化[J]. 中外公路, 2021, 41(6): 174-177. FENG Yue, LUO Lisheng, HAN Jiangang. Cable force optimization of cable-stayed bridge based on intelligent optimization methods[J]. Journal of China & Foreign Highway, 2021, 41(6): 174-177. [21] 秦伟亮, 孙宗光, 曲翔雨, 等. 基于索力损伤向量的斜拉桥结构损伤识别[J]. 中外公路, 2021, 41(2): 77-82. QIN Weiliang, SUN Zongguang, QU Xiangyu, et al. Structural damage identification of cable-stayed bridges based on damage vector of cable force[J]. Journal of China & Foreign Highway, 2021, 41(2): 77-82. [22] 张玉平.多塔空间索斜拉桥施工控制关键技术研究[D].长沙：长沙理工大学，2014. ZHANG Yuping. Key technologies for construction control of multi-tower cable-stayed bridges with spatial cables [D]. Changsha: Changsha University of Science and Technology, 2014

Download

Plum Print visual indicator of research metrics
PlumX Metrics
  • Usage
    • Downloads: 18
see details

Share

COinS