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岩体中平行裂隙相互影响的数值分析
引用本文:伍佑伦,许梦国.岩体中平行裂隙相互影响的数值分析[J].武汉科技大学学报(自然科学版),2002,25(3):239-241.
作者姓名:伍佑伦  许梦国
作者单位:武汉科技大学化工与资源环境学院,湖北,武汉,430081
摘    要:采用有限元法,对岩体在拉剪综合作用下平行双裂纹相影响的情况进行了计算。结果表明,由于裂纹的相互干扰,故裂纹周边存在影响加强区与影响减弱区,相邻裂纹尖端处于不同的区域时,其应力强度因子的变化情况不同;当裂纹相邻端距离较小时,裂纹远离端的应力强度因子较相邻端的应力强度因子值要大,表明裂纹将在远离端首先发生开裂;当裂纹间距较大时,两裂纹之间的影响较小。

关 键 词:平行裂隙  相互影响  数值分析  拉剪综合作用  断裂强度因子  有限元法  围岩失稳  地下工程
文章编号:1001-4985(2002)03-0239-03
修稿时间:2002年3月25日

Numerical Analysis on Interaction of Parallel Cracks
WU You lun,Xu Meng guo.Numerical Analysis on Interaction of Parallel Cracks[J].Journal of Wuhan University of Science and Technology(Natural Science Edition),2002,25(3):239-241.
Authors:WU You lun  Xu Meng guo
Abstract:The interaction between two parallel cracks in rock mass under the combined action of tension and shearing is analyzed by finite element method. The results imply that there are intensified zone and weakened zone of SIFs around cracks because of the interaction between cracks. The variations of SIFs of cracks are different when their tips are in different effecting zones. When the distance between the tips of different cracks is short enough, the SIFs of remote tips are larger than the intimate tips', and this implies the cracks will propagate from the remote tips. And the interaction can be neglected if the distance between cracks is large enough.
Keywords:parallel cracks  combined action of  tension and shearing  SIFs
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