Optimization research on spiral case reinforcement based on the computer simulation
In combination with the practice of the pumped storage hydropower station with preloading filling spiral case, computer simulation technology and a 3-D nonlinear finite element method are adopted. The stress state of spiral case lined with steel, cracking characteristics of outsurrouding concrete in different reinforcement schemes are analyzed, which provides foundation for reinforcement design of the preloading filling spiral case.
hydraulic structure pumped storage hydropower station preloading filling spiral case nonlinear FEM
Wu Hailin Qin Shihe Li Min
College of Hydraulic & Environmental Engineering of Three Gorges University Yichang, China Changjiang Water Resources Commission Changjiang Institude of Survey, Planning, Desige and Research
国际会议
太原
英文
126-129
2010-10-22(万方平台首次上网日期,不代表论文的发表时间)