首页 | 本学科首页   官方微博 | 高级检索  
     

固结问题无单元法解的影响因素分析
引用本文:王志亮,徐庆华,殷宗泽. 固结问题无单元法解的影响因素分析[J]. 岩土力学, 2003, 24(6): 1011-1015
作者姓名:王志亮  徐庆华  殷宗泽
作者单位:1. 河海大学 土木工程学院, 江苏 南京 210098;2.浙江省水利河口研究院,浙江 杭州 310020
摘    要:无单元法是求解比奥固结问题的一种新型数值方法。在采用罚函数法处理本质边界条件的基础上,推导出无单元伽辽金法解固结问题的系统方程。并着重讨论了计算域内结点分布方式、结点影响域的形状和大小、数值积分方案、惩罚因子等因素对结点位移、超孔隙水压力等的计算结果精度的影响。通过比较、分析,分别提供出相应的取值范围,或给出了参考性建议。

关 键 词:无单元法  惩罚因子  节点影响域  数值积分方案  节点分布方式  涟漪现象  
文章编号:1000-7598-(2003)06-1011-05
收稿时间:2002-08-03
修稿时间:2002-08-03

Analysis of influencing factors in solutions to consolidation problem using meshless method
WANG Zhi-liang,XU Qin-hua,YIN Zong-ze. Analysis of influencing factors in solutions to consolidation problem using meshless method[J]. Rock and Soil Mechanics, 2003, 24(6): 1011-1015
Authors:WANG Zhi-liang  XU Qin-hua  YIN Zong-ze
Affiliation:1.College of civil Engineering,Hohai University,Nanjing 210098,China; 2. Institure of water conservancy and bayou, Hangzhou 310020, China
Abstract:Meshless method is a new type numerical method of solving the Biots consolidation problem. On the basis of treating the essential boundary conditions with penalty method, the system equations of consolidation problem with meshless method are developed. Then the factors which influence the accuracy of nodes displacements, excess pore water pressures including the mode of nodes arrangement in the calculation domain, the shape and size of the influencing domain, the numerical integral scheme and penalty parameter are discussed. By analysis and comparisons, the corresponding value scope or reference suggestion are provided.
Keywords:meshless method  penalty parameter  influencing domain of node  numerical integral scheme  mode of nodes arrangement  oscillation phenomenon
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