文章摘要
陈胜宏,Peter EGGER,熊文林.加锚节理岩体流变模型及三维弹粘塑性有限元分析[J].水利学报,1998,29(9):0041-0048
加锚节理岩体流变模型及三维弹粘塑性有限元分析
Rheological model and three dimensional elasto-viscoplastic finite element analysis of jointed rock masses reinforced by bolts
  
DOI:
中文关键词: 锚固 节理 岩体 流变 有限单元法
英文关键词: bolt  joint  rock mass  rheology  FEM
基金项目:
作者单位
陈胜宏 武汉水利电力大学水电系 
Peter EGGER 瑞士联邦理工学院 
熊文林 武汉水利电力大学水电系 
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中文摘要:
      本文考虑锚固件在节理面上的局部行为,提出了一种新的加锚节理岩体流变模型,在此基础上推导了弹粘塑性本构关系并编制了三维有限元程序.实验室试验证实了模型的合理性.对某工程船闸闸首进行分析,得出了有关应力和变形及稳定性的认识。
英文摘要:
      In this paper, a new rheological model of jointed rock mass reinforced by passive, fully-grouted bolt has been proposed. The model pays special attention to the bolt's behavior on joints. Based on the model, the elasto-viscoplastic constitutive equation is established in a 3-D FEM program. The model has been verified by the laboratory test and has been applied to the study of the upper gate bay of a navigation lock.
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