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节理单元弹粘塑性本构模型及其应用

Elasto-viscoplasticity Constitutive Model of Jointed Element and Its Application

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【作者】 郑华伟; 魏斌;

【Author】 ZHENG Hua-wei~1 WEI Bin~2(1.School of Water Conservancy and Hydropower Engineering,Wuhan University,Wuhan 430072,Hubei,China;2.Central South Design and Research Institute of China Municipal Works,Wuhan430010,Hubei,China)

【机构】 武汉大学水利水电学院; 中国市政工程中南设计研究院 湖北武汉430072; 湖北武汉430010;

【摘要】 文章针对混凝土面板堆石坝中面板和垫层间接触面上的变形机理与受力状态,提出了有厚度的节理单元,并建立了三维弹粘塑性接触面本构关系,它能够更加精确的模拟出接触面的张开、闭合和滑移等接触状态。还据此编制了有限元计算程序,利用此程序分析了一个具体工程实例,验证了该模型的合理性。

【Abstract】 This paper has put forward the theory of jointed element with certain thickness and established a 3D elasto-viscoplastic interface constitutive model according to the deformation mechanism and loading state of the interface between the concrete face and cushion of a concrete face rock-fill dam.It can accurately simulate opening,closing and slipping of the interface.In addition a finite element calculation program has been worked out.And a specific project has been analyzed as an example using the program to verify the rationality of the model.

  • 【文献出处】 云南水力发电 ,Yunnan Water Power , 编辑部邮箱 ,2005年06期
  • 【分类号】TV314
  • 【被引频次】4
  • 【下载频次】198
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