摘要
对某水电站引水系统的钢筋混凝土岔管进行了三维有限元分析,给出了岔管的应力分布情况,并按照应力配筋的方法对岔管结构进行了配筋计算,为钢筋混凝土岔管的设计提供了理论依据.
3-D FEM is applied to analyze the reinforced concrete bifurcation pipe of the transferring water series of a hydropower station, the stress distribution is worked out and the reinforcement is schemed considering the stress. These provide some theory gist for the design and the construction of the Y-type reinforced concrete bifurcation pipe.
出处
《华北水利水电学院学报》
2006年第4期26-27,共2页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
钢筋混凝土岔管
应力配筋
环向应力
reinforced concrete bifurcation pipe
scheme reinforcement considering the stress
annular stress