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水电站钢蜗壳与外围混凝土结构的受力特性研究
引用本文:黄安录. 水电站钢蜗壳与外围混凝土结构的受力特性研究[J]. 西安理工大学学报, 1995, 11(4): 286-291,301
作者姓名:黄安录
作者单位:西安理工大学水利水电学院
摘    要:应用三维有限元法,结合我国龙羊峡,岩滩,宝珠寺水电站的厂房蜗壳结构,研究了钢蜗壳与外围混凝土之间设置软垫层情况下的蜗壳与外围混凝土结构的位移及应力分布规律,给出了钢蜗壳及外围混凝土结构的几个主要受力特性。

关 键 词:钢蜗壳 外围混凝土 结构特性 水电站

Research on Stress Characteristics of Hydroelectric Power Station Shell-Metal Casing and Surrounding Concrete Structure Subject to General Loads
Huang Anlu. Research on Stress Characteristics of Hydroelectric Power Station Shell-Metal Casing and Surrounding Concrete Structure Subject to General Loads[J]. Journal of Xi'an University of Technology, 1995, 11(4): 286-291,301
Authors:Huang Anlu
Abstract:in this paper, the displacement and stress distribution rules of shell-metal casing and surrounding concrete structure in the case of a soft cushion layer set betwen them were studied using 3-dimentional finite element method in combination with the shell-metal casing structure in the workshop of Longyangxia, Yantan and Baozhusi hydroelectric power stations, and at the same time, several main stress characteristics of shell-metal casing and surrounding concrete structure were presented.
Keywords:s: finite element method shell-metal casing surrounding concrete stress characteristics
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