| 三峡水电站坝后钢衬钢筋混凝土压力背管的非线性有限元分析 |
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| 引用本文： | 刘幸,张立军,贺斌,方梅.三峡水电站坝后钢衬钢筋混凝土压力背管的非线性有限元分析[J].水电站设计,2001,17(1):9-11,8. |
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| 作者姓名： | 刘幸 张立军 贺斌 方梅 |
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| 作者单位： | 武汉水利电力大学, |
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| 摘 要： | 采用钢筋混凝土非线性有限元方法，对三峡水电站钢衬钢筋混凝压力管道结构进行了计算，求得了各种钢材配置下的荷载效应并进行了相应的分析。
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| 关 键 词： | 压力水道 背管 结构计算 三峡水电站 钢筋混凝土 |
| 文章编号： | 1003－9805（2001）01－0009－03 |
Non-linear Finite Element
Analysis for Steel-lined Reinforced Concrete Penstock Behind Dam of Three Gorges
Hydroelectric Plant |
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| LIU Xing,ZHANG Li-jun,HE Bin,FANG Mei.Non-linear Finite Element
Analysis for Steel-lined Reinforced Concrete Penstock Behind Dam of Three Gorges
Hydroelectric Plant[J].Design of Hydroelectric Power Station,2001,17(1):9-11,8. |
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| Authors: | LIU Xing ZHANG Li-jun HE Bin FANG Mei |
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| Abstract: | By applying non-linear finite element method for reinforced concrete,the steel-lined reinforced concrete penstock structure of Three Gorges Hydroelectrical Plant is calculated,the loading effect under different steel disposition obtained and the corresponding analysis conducted. |
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| Keywords: | steel lining steel reinforced concrete penstock structune calculation stress-strain relationship FEM Three Gorges Hydroelectric Plant |
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