摘要
应用有限元方法,对贯流水电站混凝土基础与水轮机支撑座在各种运行工况下应力和变形进行了计算分析,指出主要部件的相互影响程度,为工程和设备安全设计和使用提供了理论保证.
The text applied finite element method to analysis and calculate for tubular pump hydropower station concrete foundation and the stress and deformation of hydroturbine abutment in all load case. It indicated the main piece reciprocal infection extent and supplied theoretical basis for safety design of the project and the equipment.
出处
《吉林建筑工程学院学报》
CAS
2009年第4期21-23,共3页
Journal of Jilin Architectural and Civil Engineering
基金
国家科技支撑课题:1000MW水力发电机组研究(2007BAA05B02)
关键词
混凝土基础
水轮机支撑座
应力
变形
concrete foundation
hydroturbine abutment : stress : deformation