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浇筑温度对碾压混凝土重力坝温度应力的影响
引用本文:李守义,冯海波,陈尧隆.浇筑温度对碾压混凝土重力坝温度应力的影响[J].中国农村水利水电,2003(8):58-60.
作者姓名:李守义  冯海波  陈尧隆
作者单位:西安理工大学水电学院,陕西,西安,710048
摘    要:采用三维有限元浮动网格法模拟碾压混凝土重力坝薄层施工过程,对百色碾压混凝土重力坝施工期和运行期的温度场、温度徐变应力场进行了全过程仿真计算,分析了按旬平均气温浇筑和设计浇筑温度浇筑两种不同浇筑温度对坝体温度应力分布的影响.

关 键 词:碾压混凝土重力坝  浇筑温度  温度场  温度徐变应力场
修稿时间:2003年1月20日

Effect of Concreting Temperature on Thermal Stress of Roller Compacted Concrete Gravity Dam
Li Shouyi,Feng Haibo,Chen Yaolong.Effect of Concreting Temperature on Thermal Stress of Roller Compacted Concrete Gravity Dam[J].China Rural Water and Hydropower,2003(8):58-60.
Authors:Li Shouyi  Feng Haibo  Chen Yaolong
Abstract:In order to simulate the folium construction process of roller compacted concrete (RCC) gravity dam, the temperature field and gradual changing thermal stress field developed in Baise RCC Gravity Dam during construction and operation are calculated by means of three_dimensional finite element floating mesh method. Also the effects on distributing rule of thermal stress are analyzed for two kinds of concreting temperatures, ten_day mean air_temperature placement temperature and designed placement temperature, respectively.
Keywords:RCC gravity dam    placement temperature    temperature field    gradual changing thermal field  
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