摘要
本文采用三维有限元方法,研究堰闸坝在静力状态下其应力和变位的分布规律。通过计算分析堰闸坝混凝土结构各部位的应力和位移,验证结构的强度要求,为结构配筋设计提供依据。
The paper studies distribution law of stress and strain of gate-dam under static regime with three-dimensional finite element method. The strength of concrete structure of gate-dam is verified through analysis for provide scientific basis of structure reinforcement design.
出处
《东北水利水电》
2005年第4期1-2,共2页
Water Resources & Hydropower of Northeast China
关键词
堰闸坝
三维有限元
静力分析
gate-dam
three-dimensional finite element
static analysis
