基于平面压痕的扁齿锥破岩理论研究

Y. Duo, Yujun Xie
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引用次数: 0

摘要

钻头破岩时,锥体在岩石表面滚动,齿轮齿与岩石表面的接触为正i型平面压痕和偏i型平面压痕。在偏压作用过程中,压头两端会产生不对称的i型奇异应力场。应力场奇点与i型裂纹尖端具有相同的阶数和函数分布。本文基于j2积分守恒定律,建立了一种求解偏置i型平面压痕应力强度因子的新方法,该方法不仅给出了压痕两端各自的应力强度因子,而且比较了偏心、偏载和应力强度因子之间的关系。该研究不仅为建立新的锥钻工程设计提供了方法,而且提高了岩层钻进效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Theoretical Study on Flat Tooth Cone Fracture Type Rock Breaking based on Plane Indentation
During rock breaking by drill, cone rolls on the rock surface, and contact between gear teeth and the surface is positive Mode-I plane indentation and bias Mode-I plane indentation. During bias action, there will be an asymmetrical Mode-I singular stress field at both ends of the indenter. The stress field singularity is of the same order as the Mode-I crack tip and with the same function distribution. In this paper, based on J 2 integral conservation law, a new method is established for solving the stress intensity factor of bias Mode-I plane indentation, which not only provides respective stress intensity factor of both ends of indenter but also compares relations between eccentricity, partial load and stress intensity factor. The study not only provides a method for the establishment of a new cone drill engineering design but also improves rock layer boring efficiency.
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