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Rock Dynamic Fracture Toughness Tested with Holed-cracked Flattened Brazilian Discs

机译:岩石动态断裂韧性用孔裂纹扁平的巴西圆盘测试

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The size effect of rock dynamic fracture toughness was shown by tested values using two types of holed-cracked flattened Brazilian disc specimens. One type of specimens was geometrically similar with diameter of 42 mm, 80 mm, 122 mm and 155 mm respectively, the other type had identical 80 mm diameter and different crack lengths. The discs were diametrically impacted at the flat end by the split Hopkinson pressure bar of 100 mm diameter, and the representative strain wave recordings on the bars and failure patterns of the specimens were presented and illustrated. The rock dynamic fracture toughness increases with the diameter for the geometrically similar specimens; it also changes, in a more complicated manner, for the one-size specimens of identical diameter and different crack lengths, the trend is first increasing then decreasing with increasing crack length. Considering that the size effect of rock dynamic fracture toughness is mainly related to the fracture process zone length l and incubation time τ, the latter is an additional factor of time as compared with the counterpart static problem, a method to determine the unique dynamic fracture initiation toughness is proposed, which adopts in an average sense the integration of dynamic stress intensity factor distribution in the spatial-temporal domain defined by l and τ respectively.
机译:通过使用两种孔破裂的扁平巴西圆盘样品,通过测试值显示了岩石动态断裂韧性的尺寸效应。一种样品分别与直径为42mm,80mm,122mm和155mm的几何样本,其他类型具有相同的80mm直径和不同的裂缝长度。通过直径为100mm直径的拆分霍普金森压力杆,圆盘在平坦端径向撞击,并且呈现并示出了标本的杆和故障模式的代表应变波记录。岩石动态断裂韧性随着几何上类似标本的直径增加;它还以更复杂的方式改变,对于相同直径和不同的裂缝长度的单尺寸标本,趋势首先增加随着裂缝长度的增加而下降。考虑到岩石动态断裂韧性的尺寸效应主要与断裂过程区长度L和孵育时间τ相关,与对应静态问题相比,后者是额外的时间因素,这是确定独特的动态骨折启动的方法提出了韧性,其在平均感应中采用平均感测,分别在L和τ定义的空间域中的动态应力强度因子分布的积分。

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