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基于亚塑性理论建立土体各向异性本构模型的一种新途径

A NEW APPROACH FOR ESTABLISHING ANISOTROPIC CONSTITUTIVE MODEL OF SOIL BASED ON HYPOPLASTICITY THEORY

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【作者】 李晶谢新宇张继发周建应宏伟

【Author】 LI Jing;XIE Xin-yu;ZHANG Ji-fa;ZHOU Jian;YING Hong-wei;MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University;Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University;School of Aeronautics and Astronautics, Zhejiang University;

【机构】 浙江大学软弱土与环境土工教育部重点实验室浙江大学滨海与城市岩土工程研究中心浙江大学航空航天学院

【摘要】 在归纳整理连续介质的材料力学性质的基础上,引出土体本构关系的两种描述框架,即弹塑性理论和亚塑性理论,并对其相互关系进行了分析,指出亚塑性理论适宜用来构建土体的本构模型,并提出了一种基于亚塑性理论的建立土体各向异性本构模型的新途径,该途径通过将一各向异性破坏准则嵌入亚塑性模型来确定各向异性参数,有别于以往通过拟合实验数据来确定各向异性参数的方法。该途径为目前各种分析平台提供了一种考虑主应力轴旋转效应的可能。

【Abstract】 After generalizing and clarifying mechanics properties of continuous media, two description frameworks of a constitutive model for soil-elasto-plasticity theory and hypoplasticity theory-were put forward. And the interrelation between the two frameworks was analyzed. It is pointed out that the framework of hypoplasticity theory is suitable for establishing constitutive model of soil. And a new approach for establishing anisotropic constitutive model of soil based on hypoplasticity theory was proposed. In this way, anisotropic parameters were determined by embedding an anisotropic failure criterion in the hypoplasticity model. It is different from the usual way of parameters’ determination by fitting experimental data. This approach offered the possibility of considering the effects of the rotation of principal stress axes for existing analysis platforms.

【基金】 国家自然科学基金项目(51178422)
  • 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2016年02期
  • 【分类号】TU43
  • 【被引频次】5
  • 【下载频次】344
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