黑河输水渠道沣峪渡槽槽身结构稳定性分析研究  

Analysis and Research on the Stability of Aqueduct Structure of Fengyu Aqueduct in Heihe Diversion Project

作　　者：孙宇飞[1] 王海婷 Sun Yufei;Wang Haiting(PowerChina Northwest Engineering Corporation Limited,Xi'an 710065,Shaanxi)

机构地区：[1]中国电建集团西北勘测设计研究院有限公司,陕西西安710065

出　　处：《陕西水利》2023年第8期121-123,126,共4页Shaanxi Water Resources

摘　　要：采用Midas有限元软件构建沣峪渡槽的三维计算模型,对渡槽槽身正截面抗弯承载力、槽身结构斜截面抗剪承载力中的截面、槽身结构斜截面抗剪承载力中的承载力等参数进行复核计算,并根据三维模型的计算结果,综合评价该渡槽槽身结构的安全性。Midas 3 D Finite-element Method(3 D FEM)software was used to construct the 3 D calculation model of the Fengyu aqueduct.The bearing capacity and other parameters had been reviewed and calculated,and the safety of the aqueduct body structure had been evaluated according to the calculation results of the 3 D model.

关 键 词：渡槽 槽身结构 三维有限元 稳定性 安全评价 

分 类 号：TV672.3[水利工程—水利水电工程]