高玮, 崔爽, 肖婷, 等. 基于最小塑性区半径准则的岩石裂纹起裂规律[J]. 煤炭学报, 2021, 46(10): 3193-3202.
引用本文: 高玮, 崔爽, 肖婷, 等. 基于最小塑性区半径准则的岩石裂纹起裂规律[J]. 煤炭学报, 2021, 46(10): 3193-3202.
GAO Wei, CUI Shuang, XIAO Ting, et al. Crack initiation of rock based on the minimum plastic zone radius criterion[J]. Journal of China Coal Society, 2021, 46(10): 3193-3202.
Citation: GAO Wei, CUI Shuang, XIAO Ting, et al. Crack initiation of rock based on the minimum plastic zone radius criterion[J]. Journal of China Coal Society, 2021, 46(10): 3193-3202.

基于最小塑性区半径准则的岩石裂纹起裂规律

Crack initiation of rock based on the minimum plastic zone radius criterion

  • 摘要: 岩石的变形破坏过程实质是内部裂纹不断产生、演化和扩展的过程,研究岩石中多裂纹的起裂规律对岩体工程的稳定性具有重要的理论意义和工程价值。裂纹尖端塑性区的存在是材料抵抗断裂的重要因素,裂纹尖端塑性区对裂纹的起裂扩展影响很大。为了考虑裂纹尖端塑性区对岩石裂纹起裂规律的影响,本文基于摩尔-库伦强度准则推导了二维应力状态下岩石裂纹尖端塑性区尺寸的计算公式,并考虑塑性区内材料的硬化对其进行了修正,然后基于最小塑性区半径准则得到了岩石中裂纹的起裂角及起裂荷载。最后,基于理论计算,分析了裂纹长度比、裂纹倾角和裂纹间距对裂纹起裂规律的影响。结果表明:平面应力状态下受压裂纹的起裂角为定值70.43°,平面应变状态下受压裂纹的起裂角随硬化系数和泊松比的增大而增大;受压裂纹的起裂荷载与裂纹长度比成反比,与裂纹间距成正比,且随裂纹倾角增加先减小后增大,其极值点与裂纹面的摩擦效应有关;中心裂纹对裂纹长度比和裂纹间距最敏感,外裂纹内尖端次之,外裂纹外尖端对裂纹长度比和裂纹间距最不敏感;受压裂纹的起裂荷载与裂纹面的摩擦系数和闭合度有关,相同条件下,张开型受压裂纹起裂荷载小于完全闭合型受压裂纹的起裂荷载,且平面应力状态下的起裂荷载大于平面应变状态下的起裂荷载。

     

    Abstract: The process of rock deformation and failure is essentially the process of the continuous generation,evolution and expansion of internal cracks.The study of the initiation law of multiple cracks in the rock has im portant theoretical significance and engineering value for the stability of rock mass engineering.The existence of the plastic zone at the crack tip is an important factor for the material to resist fracture.The plastic zone at the crack tip has a great influence on the crack initiation and propagation.In order to consider the influence of the crack tip plastic zone on the crack initiation law of rock,this paper derives the formula for the size of crack tip plastic zone based on the Mohr Coulomb strength criterion under the 2D stress state,and considers the hardening of the material on the plastic zone.Then based on the minimum plastic zone radius criterion,the initiation angle and the initiation load of the crack in the rock have been obtained.Finally,based on theoretical calculations,the effects of crack length ratio,crack inclination and crack spacing on the crack initiation are analyzed.The results show that the initiation angle of a compression crack under plane stress is a fixed value of 70.43°,and the initiation angle of a compression crack under plane strain increases with the increase of the hardening coefficient and Poisson’s ratio.The initiation load of a compression crack is inversely proportional to the crack length ratio and directly proportional to the crack distance.With the increase of crack inclination angle,it first decreases and then increases and its extreme point is related to the friction effect of the crack surface.The central crack is the most sensitive to the crack length ratio and the crack distance,the inner tip of the outer crack is the second,and the outer tip of the outer crack is the least sensitive.The initiation load of a compressed crack is related to the friction coefficient and the closure degree of the crack surface,and under the same conditions,the initiation load of an open compression crack is less than that of a fully closed compression crack,and the initiation load under plane stress is greater than that under plane strain.

     

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