长江科学院院报 ›› 2003, Vol. 20 ›› Issue (2): 30-33.

• 岩土力学 • 上一篇    下一篇

无单元法在堤坝防渗墙应力分析中的应用

 介玉新, 高波, 李广信, 周小文   

  1. 1.清华大学 水利水电系,北京100084;2 长江科学院 土工研究所,湖北 武汉430010
  • 出版日期:2003-04-01 发布日期:2012-03-05

Application of element -free method in stress analysis of cut -off wall in embankment

 JIE  Yu-Xin, GAO  Bo, LI  Guang-Xin, ZHOU  Xiao-Wen   

  • Online:2003-04-01 Published:2012-03-05

摘要: 由于防渗墙几何形状一般为薄长条形,用常规有限元法进行分析,存在单元长宽比例过大等问题,为此将有限元法和无单元法相结合应用于堤坝及其防渗墙的应力分析。计算结果表明,无单元法能够简单、灵活地对防渗墙等薄层结构进行节点加密,能够避免有限元计算网格划分长宽比例过大的缺陷,从而改善计算精度。

关键词: 无单元法, 有限元, 防渗墙, 应力分析

Abstract: Because the geometry of a cut-off wall generally is a thin long-strip,there eaists a problem of deficiency of larger length-width radio enploying conventional FEM calculation. By examples, this paper introduces the element-free method coupled with FEM, which can give satisfactory results for calculation of some thin stractures, such as cut-off wall in embankment. With simply adding nodes freely. As it can avoid the deficiency from too large length to width ratio mesh in traditional FEM, the simulating accuracy can be enhanced.