摘要
采用大型有限元通用分析软件——ANSYS程序对某闸室左边墩在完建工况下进行三维有限元分析,得出位移和应力分布规律,验证了设计方案的可行性,为该闸室的设计和复核提供依据,为进一步优化牛腿的布置与配筋提供条件。
The left pier of the spillway chamber in a hydropower station is analyzed by 3d FEM software- ANSYS in the operating condition after construction. The stress and displacement distributions are listed by the analysis. It is helpful to verify the feasibility of the design, check the design of the spillway chamber and optimize the plan and reinforcement of corbels.
出处
《水利与建筑工程学报》
2008年第2期123-124,共2页
Journal of Water Resources and Architectural Engineering
关键词
有限元
溢洪道
应力
位移
FEM
spillway
stress
displacement
