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碾压混凝土重力坝温度徐变应力研究
引用本文:陆民安. 碾压混凝土重力坝温度徐变应力研究[J]. 广西水利水电, 2004, 0(Z1): 40-44
作者姓名:陆民安
作者单位:广西水利电力勘测设计研究院,广西,南宁,530023
摘    要:采用三维有限元浮动网络法 ,对大坝不同分缝间距、不同浇筑温度方案条件下 ,重力坝施工期、运行期的温度徐变应力进行全过程仿真计算研究 ,得出温度、应力分布、变化规律

关 键 词:RCC重力坝  温度应力  研究
文章编号:1003-1510(2004)S0-0040-05
修稿时间:2004-02-17

Study of RCC gravity dam temperature creeping stress
LU Min-an. Study of RCC gravity dam temperature creeping stress[J]. Gx Water Resources & Hydropower Engineering, 2004, 0(Z1): 40-44
Authors:LU Min-an
Abstract:By three dimensional finite element floating net method and corresponding to different joint spaces and different grouting temperature proposals, full-process emulation calculation and study is conducted for the temperature creeping stress of gravity dam during construction period and operation period, so as to figure out the distribution and variation rule of temperature and stress.
Keywords:RCC  temperature stress  research
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