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分级单屈服面模型在ABAQUS中的实现及验证
引用本文:潘家军,饶锡保,徐晗,何晓民.分级单屈服面模型在ABAQUS中的实现及验证[J].岩土力学,2009,30(Z2):532-535.
作者姓名:潘家军  饶锡保  徐晗  何晓民
作者单位:1.长江科学院 水利部岩土力学与工程重点实验室,武汉 430010;2.华南理工大学 亚热带建筑科学国家重点实验室,广州 510640
基金项目:华南理工大学亚热带建筑科学国家重点实验室开放性基金,长江科学院博士启动基金 
摘    要:基于ABAQUS软件提供的二次开发平台,开发了土体分级单屈服面弹塑性本构模型的子程序,并完成了2个典型的算例。计算结果与Desai计算结果及模型试验实测结果进行了对比,检验了模型的正确性。给出了在ABAQUS中开发弹塑性本构模型的基本步骤和编程要点,可为其他用户进行本构模型的修改提供借鉴与参考。模型的成功开发可为建筑结构的地基基础有限元分析提供一种适用的本构模型

关 键 词:有限元  分级单屈服面  ABAQUS  二次开发  
收稿时间:2009-08-17

Implementation and verification of HISS model in ABAQUS
PAN Jia-jun,RAO Xi-bao,XU Han,HE Xiao-min.Implementation and verification of HISS model in ABAQUS[J].Rock and Soil Mechanics,2009,30(Z2):532-535.
Authors:PAN Jia-jun  RAO Xi-bao  XU Han  HE Xiao-min
Institution:1.Key Laboratory of Geotechnical Mechanics and Engineering of Minster of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China; 2.State Key Laboratory of Subtropical Building Science; South China University of Technology; Guangzhou 510640, China
Abstract:The basic features of finite element software ABAQUS are introduced briefly; and the hierarchical single surface(HISS) model was developed based on the further development platform provided by the software; and two numerical examples were also solved. The correction was verified through comparing the calculation results of ABAQUS with the results computed by Desai and the test data of model test. The basic procedures and programming essentials are presented, so as to provide reference to other developers. Meanwhile, the implementation of HISS model in ABAQUS can provide an optional constitutive model for finite element analysis of foundation of building structures in soft soil.
Keywords:ABAQUS  finite elements  HISS model  ABAQUS  redevelopment
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