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巷道围岩变形的有限元分析及灰色模型预报
引用本文:黄耀祥,王永岩,毕向阳.巷道围岩变形的有限元分析及灰色模型预报[J].辽宁工程技术大学学报(自然科学版),2003,22(5):632-634.
作者姓名:黄耀祥  王永岩  毕向阳
作者单位:1. 河北建筑科技学院,建筑工程系,河北,邯郸,056038
2. 辽宁工程技术大学,力学与工程科学系,辽宁,阜新,123000
3. 沈阳航空工业学院,辽宁,沈阳,110000
基金项目:国家自然科学基金(50274041)
摘    要:介绍了采集力学参数、建立计算模式的有效方法,应用有限元结构分析软件ALGOR实现分别建立、统一联接(COMBSST)生成了支护与围岩相互作用的三维有限元模型,分析了模型各结点的位移及受力情况,计算了巷道围岩变形;又应用灰色系统理论对围岩未来力学行为及可能出现的破坏进行了预报,并对灰色模型的建模条件和预报精度作了分析比较;为巷道支护设计和围岩控制提供了理论依据。

关 键 词:巷道  围岩变形  有限元分析  灰色系统理论  灰色模型  ALGOR软件  岩石力学  变形预报
文章编号:1008-0562(2003)05-0632-03
修稿时间:2002年10月12

Finite element analysis and gray model prediction of tunnels enclosing rock's deformation
HUANG Yao-xiang,WANG Yong-yan,BI Xiang-yang.Finite element analysis and gray model prediction of tunnels enclosing rock''''s deformation[J].Journal of Liaoning Technical University (Natural Science Edition),2003,22(5):632-634.
Authors:HUANG Yao-xiang  WANG Yong-yan  BI Xiang-yang
Abstract:The effective methods of collecting stone mechanical parameters and establishing calculation model were introduced. Three dimension finite element model of interaction between support and enclosing rock was built in terms of the method of separate establishment and united combination (COMBSST) with the software ALGOR in finite element construction analysis. Every node's displacement and stress of the model was analyzed and tunnel enclosing rock's deformation was calculated. Enclosing rock's future mechanical behavior and probable damage were forecasted, in the light of gray-system theory; meanwhile, modeling condition and prediction's precision of gray models were analyzed and compared. Theory foundation is provided for underground support design and enclosing rock control.
Keywords:enclosing rock deformation  ALGOR  finite element analysis  gray-system theory  forecasting
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