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Stress intensity factors around a 3D squat form crack and prediction of crack growth direction considering water entrapment and elastic foundation

机译:考虑深陷水和弹性地基的3D深蹲形成裂缝周围的应力强度因子及裂缝扩展方向的预测

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摘要

In this paper, the stress intensity factors (SIFs) around a 3D semi-elliptical squat on a rail surface are investigated. Elastic foundation and water trapped inside the crack are considered as key factors in crack propagation. It is found that the opening mode and shear modes show different behavior compared with former models. Also the lateral load can change the SIF pattern significantly. The superposition traction ratio and lateral load can increase the equivalent SIF up to 200%. This study confirms the pressurized water in a crack changes crack propagation direction making a squat.
机译:本文研究了轨道表面3D半椭圆形深蹲附近的应力强度因子(SIF)。裂纹内部的弹性基础和水被认为是裂纹扩展的关键因素。发现与以前的模型相比,打开模式和剪切模式表现出不同的行为。同样,侧向载荷也会显着改变SIF模式。叠加牵引比和侧向载荷可使等效SIF增大至200%。这项研究证实了压裂裂缝中的水改变了裂缝的传播方向而下蹲。

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