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。
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.
出处
《水电站设计》
2000年第4期1-5,14,共6页
Design of Hydroelectric Power Station
关键词
引水隧洞
衬砌裂缝
柘溪水电站
钢筋混凝土
Zhexi Hydroelectric Plant
diversion tunnel
lining
nonlinear finite element met`
