| 连续刚构桥施工用三角形挂篮仿真分析 |
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| 引用本文： | 熊辉. 连续刚构桥施工用三角形挂篮仿真分析[J]. 价值工程, 2013, 0(36): 108-109 |
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| 作者姓名： | 熊辉 |
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| 作者单位： | 柳州铁道职业技术学院,柳州545007 |
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| 摘 要： | 由于三角挂篮为空间结构形式,在分析计算时,应采用空间计算模型来分析,以获得与实际受力相一致的结果。本文采用通用有限元程序ANSYS对水打田2号特大桥悬臂施工中使用的三角形挂篮进行仿真计算,以确定挂篮在施工中各构件的受力性能,为该挂篮使用提供理论保障。
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| 关 键 词： | 连续刚构 三角形挂篮 仿真分析 受力性能 |
The Simulation Analysis of the Triangular Cradle Construction for Continuous Rigid Frame Bridges |
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| XIONG Hui. The Simulation Analysis of the Triangular Cradle Construction for Continuous Rigid Frame Bridges[J]. Value Engineering, 2013, 0(36): 108-109 |
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| Authors: | XIONG Hui |
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| Affiliation: | XIONG Hui;Liuzhou Railway Vocational Technical College; |
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| Abstract: | The triangular cradle is the spatial structure form. In order to obtain the actual stress which is consistent with result, the spatial computation model should be used to make analytical calculation. This paper makes simulating calculation on the triangular cradle in cantilever construction of Shuidatian No.2 Grand Bridge by using general finite element procedure ANSYS in order to determine stress performance of various components, providing the theory safeguard for the triangular cradle use. |
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| Keywords: | continuous rigid frame the triangular cradle simulation analysis stress performance |
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