| 柘溪水电站引水隧洞钢筋混凝土衬砌非线性有限元计算研究 |
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| 引用本文： | 陈波,刘幸.柘溪水电站引水隧洞钢筋混凝土衬砌非线性有限元计算研究[J].水电站设计,2000,16(4):1-5,14. |
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| 作者姓名： | 陈波 刘幸 |
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| 作者单位： | 1. 同济大学工程结构研究所,上海,200092
2. 武汉水利电力大学,湖北,武汉,430072 |
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| 摘 要： | 采用钢筋混凝土非线性有限元方法，对柘溪水电站引水隧洞钢筋混凝土衬砌的强度和开裂度进行了校核，并对衬砌开裂原因进行了分析，得出温度应力对该衬砌结构开裂具有相当影响的结论。
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| 关 键 词： | 引水隧洞 衬砌裂缝 柘溪水电站 钢筋混凝土 |
Nonlinear Finite Element Calculation Research of Diversion Tunnel Reinforced Concrete Lining of Zhexi Hydroelectric Plant |
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| CHEN Bo,LIU Xing.Nonlinear Finite Element Calculation Research of Diversion Tunnel Reinforced Concrete Lining of Zhexi Hydroelectric Plant[J].Design of Hydroelectric Power Station,2000,16(4):1-5,14. |
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| Authors: | CHEN Bo LIU Xing |
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| Abstract: | A nonlinear finite element method for reinforced concrete is adopted to check the strength and crack opening of diversion tunnel reinforced concrete lining of Zhexi Hydroelectric Plant,the cracking causes of structure analysed and conclusion that temperature stress heavily affects the cracking of the lining obtained. |
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| Keywords: | Zhexi Hydroelectric Plant diversion tunnel lining nonlinear finite element met` |
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