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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 被引量:7

Bifurcation condition of crack pattern in two-dimensional parallel cracks under far field shear stress
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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,λ=a/H,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λcrp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λcpr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λcrp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。 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, λ = H / a. The interution among cracks leads to bifurcation of crack growth patterns if λ is larger than a critical value λ^p cr. 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 λ^p cr 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 λ^P cr decreases with increasing the number of cracks.
出处 《岩土力学》 EI CAS CSCD 北大核心 2007年第4期639-642,共4页 Rock and Soil Mechanics
基金 国家自然科学基金项目(No.50378096)资助 中国长江三峡工程开发总公司资助项目(CT–02–07–16)资助
关键词 平行节理 剪应力 分叉 节理的长度和间距之比 parallel cracks far field shear stress bifurcation crack length/spacing ratio
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