摘要
本文采用平面有限元方法,研究厂前坝段横缝灌浆后,各压力钢管周边混凝土应力变化,达到设计合理、经济的目的。
ln this paper,the method of finite element is employed to study the stress change on the Penstock perimetric concrete region after grouting among the monolith transverse joints in front of the power house in or- der to achieve economy and reasonability in design。
出处
《红水河》
1995年第3期28-33,37,共7页
Hongshui River
关键词
水电站
压力钢管
混凝土
应力
有限元法
penstock,concrete,stress analysis,Yantan hydropower station