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考虑损伤效应的冻粘土蠕变本构理论研究
引用本文:李栋伟,汪仁和.考虑损伤效应的冻粘土蠕变本构理论研究[J].煤田地质与勘探,2007,35(1):53-55.
作者姓名:李栋伟  汪仁和
作者单位:安徽理工大学土木工程系, 安徽 淮南 232001
摘    要:用简单的屈服函数作为冻土塑性损伤变量,对西源模型中的粘塑性蠕变量进行损伤修进。通过相关推导得到了冻土粘弹塑性损伤本构方程。通过用户子程序将此本构模型嵌入到大型商业有限元软件ADINA中。有限元计算结果表明:考虑损伤的冻土本构模型能较好的模拟加速蠕变阶段,可用于深井工程实践。 

关 键 词:冻土    粘弹塑损伤    本构方程    屈服函数
文章编号:1001-1986(2007)01-0053-03
收稿时间:2006-07-18
修稿时间:2006-07-18

Study on frozen soil creep constitutive of theory accounting for damage
LI Dong-wei,WANG Ren-he.Study on frozen soil creep constitutive of theory accounting for damage[J].Coal Geology & Exploration,2007,35(1):53-55.
Authors:LI Dong-wei  WANG Ren-he
Institution:Department of Civil Engineering of Anhui University of Science and Technology, Huainan 232001, China
Abstract:The simple yield standard is used to determine the damage variables frozen soil,therefore Xiyuan Model viscoplastic creep is repaired.The constitutive function of the viscoelastic plastic damage-coupling is deduced.The viscoelastic plastic damage-coupling constitutive model for geo-materials is embeded into the commercial FEM software ADINA as a user's subroutine.FEM analysizing suggest that the model is of the feature of the non-linear accelerative creep frozen soil,and can be used for engineering practice.
Keywords:frozen soil  viscoelastic plastic damage  constitutive function  simple yield function
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