Experimental and numerical investigation of the punch-through shear test for mode II fracture toughness determination in rock
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Experimental and numerical investigation of the punch-through shear test for mode II fracture toughness determination in rock

机译:岩石模式II裂缝韧性测定模型剪切试验的实验性和数值研究

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Highlights?Three dimensional PFC was used to simulate the process of punch-through shear test.?9 confining pressures ranging from 0.1 to 80MPa were tested in numerical simulation.?Multiple methods were used to present special and temporal evolution of fractures.AbstractThe punch through shear test is a laboratory test used to determine the shear fracture toughness KIICin rock. In this paper, the punch-through shear test was simulated using a discrete element particle model, and the dependence of KIICon loading velocity and confinement ranging from 0.1 to 80MPa was investigated. The numerical results of KIICvs. confinement match very well with laboratory tests, and the development of complex shear fractures during the test are analyzed in terms of the formation and coalescence of tensile and shear micro-cracking at different confining stresses, and the use of numerical acoustic emission recording.]]>
机译:<![cdata [ 亮点 三维PFC用于模拟打孔剪切测试的过程。 9限制压力在数值模拟中测试0.1至80MPa。 < CE:PARA ID =“P0015”View =“全部”>多种方法用于呈现裂缝的特殊和时间演变。 抽象 通过剪切测试的打孔是用于确定剪切断裂韧性K IIC 在岩石中的实验室测试。在本文中,使用离散元素粒子模型进行模拟孔剪切测试,以及K iic 加载速度和限制范围为0.1至80MPa。 K iic vs。限制与实验室测试相匹配,并且在试验期间的复杂剪切骨折的开发在不同的限制应力下的拉伸和剪切微裂纹的形成和聚结会分析,以及使用数值声发射记录的使用。 ]]>

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