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动荷载作用下人工冻土蠕变试验研究及有限元分析

Experimental Study of the Artificially Frozen Soil Creep Under Dynamic Load and Finite Element Analysis

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【作者】 张海银范菊红李栋伟

【Author】 ZHANG Hai-yin1,2,FAN Ju-hong1,2,LI Dong-wei1,2(1.School of Civil Engineering,Anhui University of Science and Technology,Huainan 232001,China;2.Frozen Soil Engineering Institute,Anhui University of Science and Technolog,Huainan 232001,China)

【机构】 安徽理工大学土木建筑学院安徽理工大学冻土工程研究所

【摘要】 通过室内试验研究获得动荷载作用下人工冻黏土蠕变特性,冻结黏土的动蠕变曲线分为3个阶段:初始蠕变阶段、稳定蠕变阶段和渐进流阶段。依据人工冻土室内动三轴试验结果,基于动力学、连续介质力学和冻土力学原理,建立人工冻土在动荷载作用下的本构模型,即弹-黏弹-黏塑性本构模型。将改进的西原模型成功添加到ADINA软件平台中,利用该模型对人工冻黏土在动荷载作用下的蠕变进行有限元数值仿真,得出的有限元计算结果与试验结果相近。

【Abstract】 This paper obtained the artificially frozen soil creep features under dynamic load by the experimental study.The dynamic creep curve of the frozen clay was divided into three stages: the initial creep stage,the steady creep stage and accelerated creep stage.This paper,in accordance with the dynamic triaxial test results of the artificially frozen soil,based on the dynamics,continuum mechanics and frozen soil mechanics principles,established the creep constitutive model of the artificially frozen soil under dynamic load,that was the elastic-viscoelastic-viscoplastic constitutive model.The improved Xiyuan Model was successfully embedded in ADINA FEM.Using this Model,the artificially frozen soil creep under dynamic load was carried on finite element numerical simulation.The results of experiments were close to the calculated ones.

【关键词】 动荷载蠕变本构模型数值仿真
【Key words】 dynamic loadcreepconstitutive modelnumerical simulation
【基金】 国家自然科学基金资助项目(41271071);教育部新世纪人才基金资助项目(NCET-11-0887)
  • 【文献出处】 煤矿安全 ,Safety in Coal Mines , 编辑部邮箱 ,2013年04期
  • 【分类号】TU411
  • 【被引频次】2
  • 【下载频次】156
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