摘要
根据模型实验和非线性有限元计算结果,对下游坝面式钢衬钢筋混凝土压力管道结构在各类荷载及其组合下的受力性态进行了分析和总结,提出了此种结构五阶段受力的概念。
Based on structural model test ＆ non-linear finite element calculation, this paper studies structural behavior of steel lined reinforced concrete penstock on a dam downstream surface under various loads ＆ load conbinations ＆ verifies those under working conditions during five different stages
出处
《水电站设计》
2005年第3期23-25,共3页
Design of Hydroelectric Power Station
关键词
钢衬钢筋砼管
受力
结构分析
应力分析
steel lined reinforced concrete pipe
loading
structural analysis
stress analysis
