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统一硬化模型在复杂加载条件下的应用

侯伟 姚仰平

侯伟, 姚仰平. 统一硬化模型在复杂加载条件下的应用[J]. 北京航空航天大学学报, 2008, 34(09): 1105-1108.
引用本文: 侯伟, 姚仰平. 统一硬化模型在复杂加载条件下的应用[J]. 北京航空航天大学学报, 2008, 34(09): 1105-1108.
Hou Wei, Yao Yangping. Application of unified hardening model under complex loading[J]. Journal of Beijing University of Aeronautics and Astronautics, 2008, 34(09): 1105-1108. (in Chinese)
Citation: Hou Wei, Yao Yangping. Application of unified hardening model under complex loading[J]. Journal of Beijing University of Aeronautics and Astronautics, 2008, 34(09): 1105-1108. (in Chinese)

统一硬化模型在复杂加载条件下的应用

基金项目: 国家自然科学基金资助项目(10672010); 国家基础研究计划资助项目(2007CB714203)
详细信息
  • 中图分类号: TU 411.1

Application of unified hardening model under complex loading

  • 摘要: 超固结土模型是能够描述土的剪缩、剪胀、硬化、软化和应力路径依赖性等特性的简单、实用的模型,与剑桥模型相比,仅增加了一个材料参数(Hvorslev面斜率).采用基于SMP(Specialy Mobilized Plane)强度准则的变换应力方法对模型实现了三维化.在模型中应用加卸载准则来反映复杂加载条件下土体的应力应变特性,模拟了随着循环次数的增加,土体会逐渐变硬,剪切模量逐渐增大、孔隙比减小、超固结程度不断增大等趋势.由循环加载以及真三轴试验数据和预测结果的基本吻合表明了模型能够合理地反映复杂加载条件下土的变形特性.

     

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出版历程
  • 收稿日期:  2007-09-21
  • 网络出版日期:  2008-09-30

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