[1]王家远.粘弹塑性地基计算模型及边界元分析[J].深圳大学学报理工版,1995,(3-4):75-83.
 Wang Jiayuan.Calculating Model and Boundary Element Analysis for Viscoelastoplatic Foundation Soils[J].Journal of Shenzhen University Science and Engineering,1995,(3-4):75-83.
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粘弹塑性地基计算模型及边界元分析()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
期数:
1995年3-4期
页码:
75-83
栏目:
电子与信息科学
出版日期:
1995-12-31

文章信息/Info

Title:
Calculating Model and Boundary Element Analysis for Viscoelastoplatic Foundation Soils
作者:
王家远
深圳大学土木工程系,深圳518060
Author(s):
Wang Jiayuan
Dept. of Civil Engineering Shenzhen University Shenzhen 518060 P. R. China
分类号:
TU431
摘要:
提出了既能基本模拟地基土体粘弹塑性特性,又能较好地在边界单元法中应用的流变模型,阐述了应用边界单元法求解粘弹塑性问题的基本原理。计算结果表明,只要流变模型选择得恰当,粘弹塑性问题可以应用边界元全量初应力法求解而无需进行荷载增量迭代。
Abstract:
A theological model is proposed that not only can fairly simulate the viscoelastoplastic properties of the foundation soils, but also can conveniently be applied to the boundary element method. The basic principle of the viscoelastoplastic problem is discussed. The calculating results showed that the viscoelastoplastic problem could be solved only using the boundary element method if the theological model was selected properly.
更新日期/Last Update: 2016-04-26