岩土力学2012，Vol.33Issue(1)：307-313,7.
土体各向异性边界面模型隐式算法在ABAQUS软件中的实现
On implicit integration of anisotropic bounding surface model for soils in ABAQUS software
钦亚洲 1孙钧1
作者信息
- 1. 同济大学岩土及地下工程教育部重点实验室,上海200092
- 折叠
摘要
Abstract
An anisotropic bounding surface model for cohesive soils is developed based on Wheeler's rotational hardening law (S-CLAY1 Model), which is integrated in return mapping algorithm. The UMAT subroutine of the developed model is programmed in ABAQUS software. With the developed model, the numerical simulation of undrained triaxial compression test for normal consolidated kaolin clay (OCR =1) is implemented, and the numerical results of the developed model compared with the Modified Cam-clay model in ABAQUS. The results show that the developed anisotropic bounding surface model could efficiently depict the stress-strain behaviors and change of excess pore pressure of normally consolidated clay. Meanwhile the developed model could reproduce anisotropic behaviors of soft clay under loading conditions. Then the similar numerical simulation for over consolidated kaolin clay (OCR =4) is implemented. The results show that the developed model could also efficiently depict nonlinear stress-strain behaviors of over consolidated clay under small deformation conditions.关键词
土体各向异性边界面模型/图形返回算法/ABAQUS软件/UMAT接口Key words
anisotropy bounding surface model for soil/return mapping algorithm/ABAQUS software/UMAT interface分类
建筑与水利引用本文复制引用
钦亚洲,孙钧..土体各向异性边界面模型隐式算法在ABAQUS软件中的实现[J].岩土力学,2012,33(1):307-313,7.
