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剪应力作用下Ⅱ型平行节理扩展模式的分叉研究
引用本文:周小平,王建华,张永兴.剪应力作用下Ⅱ型平行节理扩展模式的分叉研究[J].岩土力学,2007,28(4):639-642.
作者姓名:周小平  王建华  张永兴
作者单位:1. 重庆大学 土木工程学院 重庆 400045;2. 上海交通大学 建筑工程与力学学院,上海200030
基金项目:国家自然科学基金;中国长江三峡工程开发总公司资助项目
摘    要:利用伪力法考虑了剪应力作用下Ⅱ型平行节理之间的相互作用,提出利用节理的长度和间距之比, ,来确定平行裂纹发生分叉的条件。从理论上研究了2条,3条和任意多条平行节理在剪应力作用下的分叉。对于2条平行节理,当节理的长度和间距之比 大于0.816 497 5时,节理的扩展模式要发生分叉;对于3条平行节理,当节理的长度和间距之比 大于0.717 572 8时,节理的扩展模式要发生分叉;对于无穷多条平行节理,当节理的长度和间距之比 大于0.636 638 5时,节理的扩展模式要发生分叉。计算了2条到150条平行节理的分叉问题,结果表明节理数越大,节理发生分叉时节理的长度和间距之比越小。

关 键 词:平行节理  剪应力  分叉  节理的长度和间距之比  
文章编号:1000-7598-(2007)04-0639-04
修稿时间:2005-05-16

Bifurcation condition of crack pattern in two-dimensional parallel cracks under far field shear stress
ZHOU Xiao-ping,WANG Jian-hua,ZHANG Yong-xing.Bifurcation condition of crack pattern in two-dimensional parallel cracks under far field shear stress[J].Rock and Soil Mechanics,2007,28(4):639-642.
Authors:ZHOU Xiao-ping  WANG Jian-hua  ZHANG Yong-xing
Institution:1. College of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. School of Civil Engineering and Mechanics, Shanghai Jiaotong University, Shanghai 200030, China
Abstract:The interaction among cracks is studied by using pseudo-traction method. Bifurcation condition of crack growth pattern can be expressed by the crack length/ spacing ratio, . The interution among cracks leads to bifurcation of crack growth patterns if is larger than a critical value . Bifurcation condition for arrays of 2 parallel cracks, arrays of 3 parallel cracks and arrays of infinite arrays of cracks subjected to shear stress is analysed theoretically. The value of is 0.816 497 5,0.717 572 8 and 0.636 638 5 for arrays of 2 parallel cracks, arrays of 3 parallel cracks and arrays of infinite arrays of cracks respectively. The numerical results show that the value of decreases with increasing the number of cracks.
Keywords:parallel cracks  far field shear stress  bifurcation  crack length/spacing ratio
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