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RCC重力坝防渗体温度场的三维有限元浮动网格法仿真分析
引用本文:解宏伟,陈尧隆.RCC重力坝防渗体温度场的三维有限元浮动网格法仿真分析[J].西安理工大学学报,2005,21(1):19-23.
作者姓名:解宏伟  陈尧隆
作者单位:1. 西安理工大学,水利水电学院,陕西,西安,710048;青海大学,水电系,青海,西宁,810016
2. 西安理工大学,水利水电学院,陕西,西安,710048
基金项目:国家863西部行动项目资助(2003AA33X100)。
摘    要:利用三维有限元浮动网格法,对采用不同厚度的常态混凝土、二级配碾压混凝土、变态混凝土防渗结构的碾压混凝土坝温度场进行了仿真计算。结果表明,不同形态的混凝土防渗结构对碾压混凝土坝体温度场的影响不大;而防渗体厚度对其自身温度的影响较大,防渗体厚度过大或过小,都对其温控不利;对三级配碾压混凝土坝采用二级配碾压混凝土中等厚度(D=3m)的防渗体已能满足温控要求。

关 键 词:碾压混凝土坝  浮动网格法  防渗结构  温度控制
文章编号:1006-4710(2005)01-0019-05
修稿时间:2004年7月9日

Impervious Element Temperature Field Simulating Analysis Using Three-Dimensional Finite Element Relocating Mesh Method for RCC Dam
XIE Hong-wei,CHEN Yao-long.Impervious Element Temperature Field Simulating Analysis Using Three-Dimensional Finite Element Relocating Mesh Method for RCC Dam[J].Journal of Xi'an University of Technology,2005,21(1):19-23.
Authors:XIE Hong-wei  CHEN Yao-long
Institution:XIE Hong-wei~
Abstract:Three-dimensional finite element relocating mesh method is used to simulate the temperature distribution for different materials, including convention concrete(CC), grader-(enrich)-concrete(GEV) and second grader roller compacted concrete(SGRCC),and different thickness of impervious elements in the RCC dam during construction period in this paper. The calculating results show that the different types of impervious elements have no impact on the temperature distribution of dam; however, the thickness of impervious element has a great impact on the temperature distribution of dam, and conclusions can be drawn that the middle thickness of impervious element from 3 m to 5 m of SGRCC can satisfy the requirement of temperature control for third grader roller compacted concrete(TGRCC) dam.
Keywords:roller compacted concrete dam  relocating mesh method  impervious structure  temperature control
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