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Simulation of buoyancy-driven fracture propagation using the displacement discontinuity boundary element method

机译:使用位移不连续边界元法法模拟浮力驱动的断裂传播

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A coupled flow and fracture propagation model is described for the simulation of buoyancy-driven propagation of volcanic dyke structures. The fluid properties are assumed to be Newtonian and the elastic interaction between the opening volume of the crack structure and the surrounding rock is evaluated using displacement discontinuity boundary element influence functions. The shape of the evolving crack is represented by unstructured triangular elements with a region of moving elements at the crack edge. A refinement of this approach is described to allow differential renewal of the edge region, depending on the incremental propagation distance. This approach is compared to a simpler computation strategy using regular fixed grid elements with no specific control of the asymptotic crack edge opening shape. Some illustrative examples are provided to indicate the large-scale footprint shape of a dyke structure and the effect of source flow duration.
机译:描述了一种耦合的流动和裂缝传播模型用于模拟VOLCANIC DYKE结构的浮力驱动传播。假设流体性质是牛顿的,并且使用位移不连续边界元件影响功能评估裂缝结构和周围岩石的开口体积之间的弹性相互作用。不断发展的裂缝的形状由非结构化的三角形元件表示,其具有在裂缝边缘处的移动元件区域。描述了这种方法的改进,以允许边缘区域的差异更新,这取决于增量传播距离。使用具有常规固定网格元件的更简单的计算策略将这种方法与渐近裂缝边缘开口的特定控制进行比较。提供了一些说明性示例以指示堤坝结构的大规模占地面积和源流量持续时间的效果。

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