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Numerical simulation of growth pattern of a fluid-filled subsurface crack under moving hertzian loading

机译:赫兹载荷作用下充液地下裂纹扩展规律的数值模拟

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Cracking of a fluid-filled subsurface crack is studied by means of the distributed dislocation technique within the framework of two-dimensional linear elastic fracture mechanics. The Griffith crack was initially opened by the application of hydrostatic pressure of an incompressible fluid within the crack. A moving Hertz line contact load distribution is applied at the surface of the half-plane in the presence of friction. The stress intensity factors at the tips of the fluid-filled crack are analyzed with the restriction that due to the fluid incompressibility there is no change of the crack-opening volume. When the crack starts to propagate/kink, numerical results show that the internal fluid pressure will be relieved, and as the ratio of the branched crack length to main crack length increases, the elastic strain energy release rate decreases. The crack growth is assumed to be arrested when the energy release rate is below a certain value. Based on the energy criterion, predictions are attempted for determining the load position where the crack propagation/kink commences as well as the growth increment of the branch crack before it is arrested. A step-by-step crack path is constructed to simulate the growth pattern of the fluid-filled crack under moving Hertzian loading.
机译:在二维线性弹性断裂力学的框架内,采用分布错位技术研究了充液地下裂纹的裂纹。格里菲斯裂缝最初是通过在裂缝内施加不可压缩流体的静水压力而打开的。在存在摩擦的情况下,将移动的赫兹线接触载荷分布施加在半平面的表面。分析了充满流体的裂纹尖端的应力强度因子,并限制了由于流体的不可压缩性而导致的裂纹开口量没有变化。数值结果表明,当裂纹开始扩展/扭结时,内部流体压力将得到缓解,并且随着支化裂纹长度与主裂纹长度之比的增大,弹性应变能释放速率降低。当能量释放速率低于某个值时,假定裂纹扩展被阻止。基于能量标准,尝试进行预测以确定裂纹扩展/扭结开始的载荷位置以及分支裂纹在被阻止之前的增长增量。构造了一条分步的裂纹路径,以模拟在运动的Hertzian载荷下充液裂纹的增长模式。

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