| 陈村特大桥主桥仿真分析 |
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| 引用本文： | 罗新才.陈村特大桥主桥仿真分析[J].广东公路交通,2014(2):30-32. |
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| 作者姓名： | 罗新才 |
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| 作者单位： | 广东省公路勘察规划设计院股份有限公司,广州510507 |
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| 摘 要： | 针对陈村特大桥进行了空间有限元仿真分析,采用ANSYS建立全桥模型,深入分析沿桥梁纵向、横向、竖向的应力分布情况以及关键部位的局部应力,为大桥的设计提供可靠的数据支持,指导设计工作.
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| 关 键 词： | 矮塔斜拉桥 空间结构 仿真分析 |
Simulation Analysis on Chencun Special Large Bridge |
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| LUO Xincai.Simulation Analysis on Chencun Special Large Bridge[J].Guangdong Highway Communications,2014(2):30-32. |
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| Authors: | LUO Xincai |
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| Institution: | LUO Xincai(Guangdong Highway Design Institute Co. , Ltd. , Gunagzhou 510507) |
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| Abstract: | By means of finite element program ANSYS to build the full bridge model, in this paper, a spatial finite element simulation analysis, deeply analysis on the stress distribution in longitudinal direction, transverse direction and vertical direc- tion, as well as local stress at key positions for Chencun Bridge have been implemented, which can provide reliable data and guidance for bridge design. |
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| Keywords: | low-pylon cable-stayed bridge spatial structure simulation analysis |
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