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碾压混凝土重力坝温度场与温度徐变应力仿真分析
引用本文:李守义,赵基花.碾压混凝土重力坝温度场与温度徐变应力仿真分析[J].西安理工大学学报,2004,20(1):58-62.
作者姓名:李守义  赵基花
作者单位:西安理工大学,水利水电学院,陕西,西安,710048
摘    要:结合百色碾压混凝土坝的工程实际情况,采用三维有限元浮动网格法对该坝施工期和运行期温度场、温度徐变应力进行了仿真计算。计算中考虑了混凝土热力学参数随龄期变化、坝体分层浇筑过程及自重、水压力对温度应力的影响。仿真结果给出了温度场、温度应力分布及其随时间变化规律,为碾压混凝土重力坝的设计和施工中的温控提供了参考依据。

关 键 词:碾压混凝土坝  温度应力  浮动网格法  仿真分析
文章编号:1006-4710(2004)01-0058-05
修稿时间:2003年6月11日

Simulation Analysis of Temperature Field and Thermal Stress of RCC Gravity Dam
LI Shou-yi,ZHAO Ji-hua.Simulation Analysis of Temperature Field and Thermal Stress of RCC Gravity Dam[J].Journal of Xi'an University of Technology,2004,20(1):58-62.
Authors:LI Shou-yi  ZHAO Ji-hua
Abstract:In this paper,three-dimensional finite element relocating mesh method is used to carry out the simulation calculation of the temperature field and thermal stress field of the Baise RCC dam during construction and operation period.The impacts on thermal stress of concrete calorific and mechanical parameters varying with time,the process of dambody pouring by layers,the gravity of the dam and water pressure are considered in calculation.The change laws of temperature field and thermal stress with time and their distributions are suggested;whereby providing the reliable basis for the dam design and for taking corresponding temperature control measures during the dam construction.
Keywords:RCC dam  thermal stress  relocating mesh method  simulation analysis
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