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砌石拱坝加高倍厚的三维接触仿真
引用本文:张社荣,蔡胜利,陈敏岩,黄昌清.砌石拱坝加高倍厚的三维接触仿真[J].中国农村水利水电,2005,0(4):86-89.
作者姓名:张社荣  蔡胜利  陈敏岩  黄昌清
作者单位:1. 天津大学建筑工程学院,天津,300072
2. 福建省水利水电勘测设计研究院,福州,350001
摘    要:对砌石拱坝的加高倍厚中新、老坝体结构面,用有限元软件ANSYS结合接触理论进行计算,并分析结果得出:温升、水压力和淤沙压力使结合面上的接触压力增大,从而接触摩擦应力较大,有利于结合面的结合,而结合面在温降的作用下有脱离的趋势。

关 键 词:砌石拱坝  加高倍厚  接触  三维仿真
文章编号:1007-2284(2005)04-0086-04
修稿时间:2004年5月26日

Three-Dimensional Contact Simulation of Masonry Arch Dam after Heightening and Thickening
ZHANG She-rong,CAI Sheng-li,CHEN Min-yan,HUANG Chang-qing.Three-Dimensional Contact Simulation of Masonry Arch Dam after Heightening and Thickening[J].China Rural Water and Hydropower,2005,0(4):86-89.
Authors:ZHANG She-rong  CAI Sheng-li  CHEN Min-yan  HUANG Chang-qing
Institution:ZHANG She-rong1,CAI Sheng-li1,CHEN Min-yan2,HUANG Chang-qing2
Abstract:Integrated with contact theory, the finite element method software ANSYS is used to calculate the interface between the new and the old mass of dam after the heightening and thickening of masonry arch dam. It is educed that increases in temperature, water pressure, and silt pressure result in the increases of contact pressure of the interface and the friction stress, thus it is beneficial for the binding between the interfaces, while the decrease in temperature disengages the interfaces.
Keywords:masonry arch dam  heightening and thickening  contact  three-dimensional simulation
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