| 钢-混叠合梁斜拉桥线形及应力误差分析与控制方法 |
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| 引用本文： | 凌华明,马牛静,王荣辉,黄继荣.钢-混叠合梁斜拉桥线形及应力误差分析与控制方法[J].交通科技,2021(2):6-10. |
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| 作者姓名： | 凌华明 马牛静 王荣辉 黄继荣 |
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| 作者单位： | 广州市中心区交通项目管理中心;华南理工大学土木与交通学院 |
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| 基金项目： | 国家自然科学基金项目(51678247,51878295);广州市珠江科技新星项目(201906010009);华南理工大学中央高校基本科研业务费资助项目(2019MS118)资助。 |
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| 摘 要： | 为使某钢-混叠合梁斜拉桥在成桥后其几何线形和应力与设计理想状态一致,分别对钢-混叠合梁斜拉桥计算、施工、测量中可能产生的误差进行分析。利用有限元软件建立全桥仿真模型,对工程实例进行结构参数敏感性分析,分析得出钢-混叠合梁斜拉桥成桥线形和应力的敏感参数。根据分析结果,提出相应的计算误差、施工误差及测量误差的控制方法。
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| 关 键 词： | 钢-混叠合梁 几何线形 敏感性分析 误差控制 |
Analysis and Control Method of Alignment and Stress Error of Steel-concrete Composite Beam Cable-stayed Bridge |
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| LING Huaming,MA Niujing,WANG Ronghui,HUANG Jirong.Analysis and Control Method of Alignment and Stress Error of Steel-concrete Composite Beam Cable-stayed Bridge[J].Transportation Science & Technology,2021(2):6-10. |
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| Authors: | LING Huaming MA Niujing WANG Ronghui HUANG Jirong |
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| Institution: | (Traffic Project Management Center of Guangzhou Central District, Guangzhou 510030, China;School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510630, China) |
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| Abstract: | In order to realize that the geometric shape and stress of a steel-concrete composite beam cable-stayed bridge are consistent with the design ideal state after completion of the bridge,the possible errors in the calculation,construction and measurement of the steel-concrete composite beam cable-stayed bridge are analyzed respectively.The full bridge simulation model is established by using finite element software,and the sensitivity analysis of structural parameters is carried out for an engineering example.The sensitive parameters of the finished alignment and stress of the cable-stayed bridge are obtained.According to the analysis results,the corresponding control methods of errors in calculation,construction and measurement are put forward. |
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| Keywords: | steel concrete composite beam geometric alignment sensitivity analysis error control |
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