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A Novel Numerical Algorithm for Simulation of Initiation, Propagation and Coalescence of Flaws Subject to Internal Fluid Pressure and Vertical Stress in the Framework of General Particle Dynamics

机译:一种新的数值算法,用于模拟缺陷的缺陷,缺陷框架内部流体压力和一般粒子动力学框架中的垂直应力

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摘要

A novel numerical model in the framework of General Particle Dynamics is proposed to simulate the coupling effects of the vertical stress and the internal hydraulic pressure on the stress field around the tips of the flaw as well as the propagation and coalescence of cracks. In this proposed method, interaction among discrete particles is formulated using the virtual-bond method. Fractures of the virtual bonds among particles are determined by the Hoek-Brown damage evolution law of rocks. The fractured virtual bonds can only bear the compressive and frictional behaviors between two particles, while the unbroken virtual bonds can bear the tensile, shear and compressive behaviors. Furthermore, a novel generated particle method is proposed to simulate the flow of fissure water. The numerical results show that the water pressure plays a key role in the stress fields around flaw tips as well as the propagation paths and the coalescence pattern of wing and secondary cracks.
机译:提出了一般粒子动力学框架中的一种新型数值模型,用于模拟垂直应力和内部液压对缺陷尖端的应力场的耦合效应以及裂缝的传播和聚结。 在该提出的方法中,使用虚拟键方法配制离散颗粒之间的相互作用。 粒子之间虚拟键的裂缝由岩石的Hoek-Brown损伤演化法决定。 断裂虚拟键只能在两个颗粒之间承担压缩和摩擦行为,而不间断的虚拟粘合可以承受拉伸,剪切和压缩行为。 此外,提出了一种新的产生颗粒方法来模拟裂缝水的流动。 数值结果表明,水压在漏洞提示周围的应力场中发挥着关键作用以及翼和次裂缝的传播路径和聚结图案。

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