| 大跨度斜拉桥索塔锚固区有限元仿真分析 |
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| 引用本文： | 刘长海. 大跨度斜拉桥索塔锚固区有限元仿真分析[J]. 山西建筑, 2010, 36(29): 308-309 |
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| 作者姓名： | 刘长海 |
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| 作者单位： | 华南理工大学土木与交通学院,广东,广州,510640 |
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| 摘 要： | 采用通用有限元软件ANSYS对某大跨度斜拉桥索塔锚固区节段建立有限元模型，对索塔的受力情况进行了细致的分析，得出了一些有益的结论，对斜拉桥索塔锚固区的设计和施工具有一定的指导意义。
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| 关 键 词： | 斜拉桥 索塔锚固区 有限元分析 直线预应力筋 |
Finite element simulation analysis of large-span cable-stayed bridge pylon anchorage zone |
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| LIU Chang-hai. Finite element simulation analysis of large-span cable-stayed bridge pylon anchorage zone[J]. Shanxi Architecture, 2010, 36(29): 308-309 |
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| Authors: | LIU Chang-hai |
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| Affiliation: | LIU Chang-hai |
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| Abstract: | Using general finite element software ANSYS, it establishes finite dement model in a large-span cable-stayed bridge pylon anchorage zone, and carries on careful analysis on stress of cable support tower, and then obtains some useful conclusions, which has certain guiding significance for the design and construction in cable-stayed bridge pylon anchorage zone. |
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| Keywords: | cable-stayed bridge cable pylon anchorage zone finite dement analysis linear tendon |
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