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应变软化模型在FLAC~(3D)二次开发中的应用
引用本文:胡军,朱巨建.应变软化模型在FLAC~(3D)二次开发中的应用[J].水电能源科学,2009,27(3).
作者姓名:胡军  朱巨建
作者单位:辽宁科技大学,资源与土木工程学院,辽宁,鞍山,114051
基金项目:国家电力公司科学技术基金资助项目(SP-2002-03-50-04 
摘    要:基于FLAC3D软件提供的二次开发平台,利用Visual C++语言在FLAC3D中成功实现了模拟土的应变软化本构模型的开发,通过算例计算结果与实测值比较验证了开发模型的正确性.以UserMohr模型为例,阐述了在FLAC3D中开发用户自定义模型应具备的基本知识和开发步骤,为其他用户进行FLAC3D的二次开发提供了参考.

关 键 词:应变软化模型  二次开发  土体  弹塑性

Development and Implementation of Strain-softening Soil Model in Secondary Development of FLAC~(3D)
HU Jun ZHU Jujian.Development and Implementation of Strain-softening Soil Model in Secondary Development of FLAC~(3D)[J].International Journal Hydroelectric Energy,2009,27(3).
Authors:HU Jun ZHU Jujian
Affiliation:School of Resources and Civil Engineering;University of Science and Technology Liaoning;Anshan 114051;China
Abstract:According to the secondary development platform of FLAC3D,the strain-softening constitutive model is developed in FLAC3D with Visual C++ environment.An example of numerical simulation is performed to verify the correctness of the defined model.This paper takes User Model for example,offers other developers good reference on how to redefine elasto-plastic stress-strain constitutive model in FLAC3D.
Keywords:FLAC3D  UserMohr
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