摘要
土体材料本构特性的差异问题与大变形问题是分析岩土材料变形特性的基本问题· 根据有限变形的描述方法构筑土体结构大变形固结方程,证明了大变形固结的变分原理· 应用分区子结构的连续条件。
The difference of constitutive character and large deformation as to soil mass are basic questions to analyze deformational feature. According to the description method of limited deformation, the large deformation consolidation equations of soil mass were created and its variational principles were rigorous testimony. The region_wise variational principles of consolidation theory were deduced using sub_structure continuous condition of region_wise. Quoting the method of Lagrangian multiplier operator, generalized variational principles of region_wise of large deformation consolidation in the constrained condition were created and approved.
出处
《应用数学和力学》
EI
CSCD
北大核心
2005年第7期867-874,共8页
Applied Mathematics and Mechanics
关键词
大应变固结
变分原理
分区变分
广义变分
large strain consolidation
variational principle
region_wise variation
generalized variational principle
