| 柘溪水电站引水隧洞钢筋混凝土衬砌开裂原因分析及安全度评价 |
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| 引用本文： | 刘幸,李发旭.柘溪水电站引水隧洞钢筋混凝土衬砌开裂原因分析及安全度评价[J].水电站设计,1996,12(2):13-18. |
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| 作者姓名： | 刘幸 李发旭 |
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| 作者单位： | Liu Xing (Wuhan University of Hydraulic and Electric Engineering，Wuhan，430072) Li Faxu (Zhexi Hydroelectric Plant，Anhua，Hunan，413508) |
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| 摘 要： | 本文采用钢筋混凝土非线性有限元法对柘溪水电站引水隧洞钢筋混凝土衬砌结构进行了全面计算，分析了衬砌开裂的原因，对衬砌强度作出了估计并提出了有关建议
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| 关 键 词： | 有限元法引水隧洞衬砌裂缝强度柘溪水电站 |
Cracking Cause Analysis and Security Assessment on Reinforced Concrete Lining for Diversion Tunnel of Zhexi Hydroelectric Plant |
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| Liu,Xing.Cracking Cause Analysis and Security Assessment on Reinforced Concrete Lining for Diversion Tunnel of Zhexi Hydroelectric Plant[J].Design of Hydroelectric Power Station,1996,12(2):13-18. |
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| Authors: | Liu Xing |
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| Abstract: | By using nonlinear finite element method of reinforced concrete,the paper carries on a thorough calculation for reinforced concrete lining structure of diversion tunnel at Zhexi Hydroelectric Plant,analyses the cracking causes,estimates the lining strength and presents the relative suggestions. |
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| Keywords: | finite element method diversion tunnel lining cracking Zhexi Hydroelectric Plant |
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