居甫渡水电站预应力闸墩的三维有限元分析 |
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引用本文: | 邹小红,于跃,宫必宁,杨华,张彩秀,王小锋.居甫渡水电站预应力闸墩的三维有限元分析[J].云南水电技术,2007(4):29-31,35. |
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作者姓名: | 邹小红 于跃 宫必宁 杨华 张彩秀 王小锋 |
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作者单位: | [1]河海大学,江苏南京210098 [2]中国水电顾问集团昆明勘测设计研究院,云南昆明650051 |
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摘 要: | 通过利用大型通用有限元程序ANSYS,结合设计中采用的预应力锚索布置及数量等实际情况,拟对居甫渡水电站新型预应力闸墩进行三维有限元计算分析,考虑了可能发生的多种荷载工况组合,研究了闸墩的受力特征和规律,指出其预应力效果是明显的,可以大大改善闸墩结构的受力状态。并为实际工程设计提供依据,也为结构设计复核提供了重要的参考依据。
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关 键 词: | ANSYS 非线性计算 预应力闸墩 锚索 |
收稿时间: | 2007-09-06 |
3D-FEM Analysis of Jupudu Hydropower Station Pre-stressed Pier |
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Authors: | Zou Xiaohong Yu Yue Gong Bingning Yang Hua Zhang Caixiu Wang xiaofeng |
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Abstract: | Through the 3D-FEM analysis of the Jupudu hydropower station pre-stressed pier by ANSYS soft, combining with pre-stressed anchor arrangement, quantity and other reality conditions. It also considered possible diversified combination of loading and indicated that the effect of its pre-stressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison. As a result, it vastly improved burdening state of pier. So the results can be used to check the design of the engineering and to guide the construction. |
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Keywords: | ANSYS non-linear computation pre-stressed pier anchor |
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