| 基于ANSYS的输电铁塔极限承载力研究 |
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| 引用本文： | 刘意,杨晹,郭昊.基于ANSYS的输电铁塔极限承载力研究[J].三峡大学学报(自然科学版),2013,35(4):63-65. |
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| 作者姓名： | 刘意 杨晹 郭昊 |
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| 作者单位： | 1. 四川省电力公司超(特)高压运行检修公司,成都,610041
2. 三峡大学电气与新能源学院,湖北宜昌,443002 |
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| 摘 要： | 运用有限元仿真软件ANSYS建立了输电铁塔的有限元仿真模型．进行60°风工况的极限承载力分析，仿真结果表明：输电铁塔破坏位置发生在变坡处的塔腿上，破坏极限为1．67倍的100％设计荷载．
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| 关 键 词： | ANSYS 输电铁塔 仿真模型 极限承载力 |
Research on Transmission Tower Ultimate Load Carrying Capacity Based on ANSYS |
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| Liu Yi
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Yang Yang
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Guo Hao.Research on Transmission Tower Ultimate Load Carrying Capacity Based on ANSYS[J].Journal of China Three Gorges University(Natural Sciences),2013,35(4):63-65. |
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| Authors: | Liu Yi Yang Yang Guo Hao |
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| Institution: | 2(Sichuan Electric Power Corporation Extra(Ultra) High Voltage Operation & Maintenance Company,Chengdu 610041,China;2.College of Electrical Engineering & Renewable Energy,China Three Gorges Univ.,Yichang 443002,China) |
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| Abstract: | The finite element simulation software ANSYS is used to build the transmission tower simulation model. Through the ultimate load carrying capacity analysis in 60°wind working condition, it is concluded that the transmission tower failure position occurred on the variable gradients of the leg of tower; the ultimate load carrying capacity is 1.67 times the design load of 100%. |
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| Keywords: | ANSYS transmission tower simulation model ultimate load carrying capacity |
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