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Cross Fracture Simulation Based on Cohesive Element

机译:基于内聚元的断口模拟

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摘要

Based on the theory of rock mechanics and fracture mechanics, the hydraulic crack and natural crack are set by Cohesive element, the finite element software ABAQUS is used to set up a two-dimensional model of cross-crack propagation, which is based on fluid-solid coupling. The target mesh is locally encrypted according to the crack fracturing and propagating position, and the near boundary uses a larger mesh density, which can control the calculation accuracy and reduce the calculation time. The model is used to analyze the influence of different stress difference and the angle between natural crack and maximum horizontal stress on the intersection of cracks. The results show that when the ground stress difference is small, the hydraulic crack will crack along the natural crack. When the stress difference is large, the hydraulic crack will extend along the direction of the maximum horizontal principal stress; when the angle between the natural crack and the maximum horizontal ground stress is small, the hydraulic crack extends along the direction of the natural crack. When the angle is large, the hydraulic crack directly penetrates the natural crack and extends along the direction of the maximum horizontal principal stress.
机译:根据岩石力学和断裂力学的理论,利用内聚单元设置水力裂缝和自然裂缝,并利用有限元软件ABAQUS建立了基于流体的裂纹扩展二维模型。固态耦合。根据裂纹的裂缝和扩展位置对目标网格进行局部加密,近边界使用较大的网格密度,可以控制计算精度,减少计算时间。该模型用于分析不同应力差以及自然裂缝与最大水平应力之间的夹角对裂缝相交的影响。结果表明,当地应力差较小时,水力裂缝将沿自然裂缝开裂。当应力差较大时,水力裂纹将沿最大水平主应力方向延伸;当自然裂缝与最大水平地面应力之间的夹角较小时,水力裂缝会沿着自然裂缝的方向延伸。当角度较大时,水力裂缝会直接穿透自然裂缝并沿最大水平主应力方向延伸。

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