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.
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.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
1998年第2期144-148,共5页
Journal of Tongji University:Natural Science
基金
建设部科技研究资助
关键词
非线性流变分析
地下工程
粘土
应变
土力学
Non-linearity rheological analysis
Visco-elasticity
Visco-plasticity
Initial stiain
Finite elements