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地下工程土体三维非线性流变有限元分析
引用本文:李希元,陆浩亮.地下工程土体三维非线性流变有限元分析[J].同济大学学报(自然科学版),1998,26(2):144-148.
作者姓名:李希元  陆浩亮
作者单位:同济大学岩土工程研究所!上海,200092
摘    要:简述了地下工程中土体三维非线性流变问题的有限元法,建立了基于三维非线性流变的时步-粘弹-粘塑性初应变方法,在此基础上研编了适应性较强的三维非线性流变有限元法分析软件──TDNRAS,并用工程实例分析了地下工程土体的三维非线性流变性态.

关 键 词:非线性流变分析  粘弹  粘塑  初应变  有限元

FEM of Non-linear Rheological Problem in Underground Engineering
Li Xiyuan, Lu Haoliang.FEM of Non-linear Rheological Problem in Underground Engineering[J].Journal of Tongji University(Natural Science),1998,26(2):144-148.
Authors:Li Xiyuan  Lu Haoliang
Abstract:FEM Of non-linear rheological problem is simply described in this paper. Based on non-linear rheological analysis, the time stop visco-elastic and visco-plastic initial stain method is presented. The three-dimensionalnon-linear rheological analysis program with wide suitability is studied and programmed, which can be applied toanalyzed the non-lineal rheological character of nuderground engineering problems.
Keywords:Non-linearity rheological analysis  Visco-elasticity  Visco-plasticity  Initial stiain  Finite elements  
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