首页> 外文会议>ISRM 2011;ISRM international congress on rock mechanics >Analysis of uniaxial tensile fracture of monomineral polycrystalline rock based on intergranular cracking
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Analysis of uniaxial tensile fracture of monomineral polycrystalline rock based on intergranular cracking

机译:基于晶间裂纹的单矿物多晶岩单轴拉伸断裂分析

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A finite element analysis of uniaxial tensile fracture was performed for specimen models of monomineral polycrystalline rock under the assumption that fracturing occurs only at the grain boundaries. The constitutive law of the grain boundaries was derived by applying the associated flow rule in the plastic theory and a tension-shear-softening curve to an extended Coulomb criterion. Unloading of intergranular cracks occurs before the peak strength when the intergranular cracks do not compose the final failure plane that is completely formed near the inflection point of the axial stress-axial strain curve after the peak. During the completion of the final failure plane, the conversion of failure mode from tension to shear occurs at intergranular cracks that have a large angle of the normal direction relative to the loading axis, for which the normal stress is in compression in both the initial elastic stage and the final failure stage.
机译:在假定断裂仅发生在晶界的情况下,对单矿物多晶岩石的样品模型进行了单轴拉伸断裂的有限元分析。晶界的本构定律是通过在塑性理论中应用相关的流动规则和将拉伸-剪切-软化曲线应用于扩展的库仑准则而得出的。当晶间裂纹没有构成最终的破坏面时,晶间裂纹的卸载发生在峰值强度之前,该最终破坏面在峰值之后完全形成在轴向应力-轴向应变曲线的拐点附近。在最终破坏面的完成过程中,破坏模式从拉伸到剪切的转换发生在沿晶向相对于加载轴具有大角度的晶间裂纹处,对于该裂纹,在初始弹性中,法向应力均处于压缩状态。阶段和最终失败阶段。

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