首页 | 本学科首页   官方微博 | 高级检索  
     检索      

Biot固结有限元方程组的病态规律分析
引用本文:丁洲祥,龚晓南,朱合华,蔡永昌,李天柱,唐亚江.Biot固结有限元方程组的病态规律分析[J].岩土力学,2007,28(2):269-273.
作者姓名:丁洲祥  龚晓南  朱合华  蔡永昌  李天柱  唐亚江
作者单位:1. 同济大学,地下建筑与工程系,上海,200092
2. 浙江大学,岩土工程研究所,杭州,310027
3. 宁夏公路勘察设计研究院,银川,750004
基金项目:国家自然科学基金;二滩水电开发有限责任公司资助项目
摘    要:针对Biot固结有限元方程组的病态问题,采用正交试验和量纲分析法探讨病态性的变化规律及其影响因素。主要考虑单元平均尺寸、时间步长、压缩性和渗透性等4个因素的影响。分别提出2组相互独立的相似准则,在此基础上得到2个新的无量纲量,并将其用于分析Biot固结有限元方程组系数矩阵的条件数的变化规律。结合算例进行参数分析结果表明,对病态程度的敏感性由大到小依次为单元平均尺寸、时间步长、压缩性和渗透性;单元平均尺寸太小会使病态加剧;随着2个无量纲量的增大,病态程度呈现单调增加的趋势。其结果为深化对Biot固结数值分析病态问题的认识提供有益参考。

关 键 词:Biot固结理论  有限元法  病态问题  正交试验  量纲分析
文章编号:1000-7598-(2007)02-0269-05
收稿时间:2004-10-14
修稿时间:2004-10-14

Study on ill-conditioned problems of Biot's consolidation finite element equations
DING Zhou-xiang,GONG Xiao-nan,ZHU he-hua,CAI Yong-chang,LI Tian-zhu,TANG Ya-jiang.Study on ill-conditioned problems of Biot''''s consolidation finite element equations[J].Rock and Soil Mechanics,2007,28(2):269-273.
Authors:DING Zhou-xiang  GONG Xiao-nan  ZHU he-hua  CAI Yong-chang  LI Tian-zhu  TANG Ya-jiang
Institution:1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China; 3. Ningxia Highway Survey and Design Institute, Yinchuan 750004, China
Abstract:Aimed at the ill-conditioned problem of Biot’s consolidation finite element method (BCFEM), both orthogonal test and dimensional analysis method are used to study the ill-conditioning regularity and its influencing factors. The influencing factors such as the average size of finite element, the length of timestep, the compressibility of soil and the permeability of soil are taken into account. Two groups of independent similarity criteria are proposed, on the basis of which, two novel dimensionless variables are obtained to analyze the variation of the condition number of BCFEM coefficient matrix. Through the parametric study of an illustrative case, the results show that the average size of finite element, the length of timestep, the compressibility of soil and the permeability of soil are in the order of priority of sensitivity. The smaller the averaged size of finite element, the worse the ill-conditioning situation of BCFEM. With the increase of the presented dimensionless variables, the ill-conditioning number shows a tendency to increasing, etc. The conclusions are helpful to study the ill-conditioned problem of BCFEM.
Keywords:Biot’s consolidation theory  finite element method  ill-conditioned problem  orthogonal test  dimensional analysis
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号