首页> 外文期刊>International Journal of Fracture >ON SCALE EFFECT IN PLATES WEAKENED BY ROUNDED V-NOTCHES AND SUBJECTED TO IN-PLANE SHEAR LOADING
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ON SCALE EFFECT IN PLATES WEAKENED BY ROUNDED V-NOTCHES AND SUBJECTED TO IN-PLANE SHEAR LOADING

机译:圆V形缺口使平板受平面剪切载荷作用的板的尺度效应

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摘要

It is now well-known that in plate problems with through-the-thickness cracks in-plane shear and anti-plane loadings generate coupled three-dimensional fracture modes. The dominance domain and intensity of the singular states associated with these 3D fracture modes are functions of the intensity of the primary loading (K_(II)and K_(III)) and Poisson's ratio. A similar situation takes place for V-shaped notches. However, for geometrically similar notch geometries subjected the same nominal stress the intensity of the coupled modes is also a function of the plate thickness. Despite this almost all 3D effects are currently ignored in industrial standards and fracture assessment codes. Recent theoretical and numerical studies have demonstrated that in many practical situations the intensities of the coupled fracture modes for cracks and sharp notches are not negligible and can influence fracture conditions. The current paper extends this conclusion to rounded notches. By using the finite element modelling it is demonstrated that the intensity of the stress states associated with the coupled fracture modes in a sufficiently thick plate weakened by a rounded notch can exceed the magnitude of stresses due to the primary loading. This means that the coupled modes can dominate the stress state in the vicinity of the notch root and be primary responsible for fracture initiation.
机译:现在众所周知,在具有全厚度裂纹的板问题中,平面剪切和反平面载荷会产生耦合的三维断裂模式。与这些3D断裂模式相关的奇异状态的支配域和强度是主载荷强度(K_(II)和K_(III))和泊松比的函数。 V形槽口也会发生类似情况。然而,对于承受相同标称应力的几何形状相似的槽口几何形状,耦合模式的强度也是板厚度的函数。尽管如此,目前几乎所有3D效果在工业标准和断裂评估代码中都被忽略。最近的理论和数值研究表明,在许多实际情况下,裂纹和尖锐缺口的耦合断裂模式的强度不可忽略,并且会影响断裂条件。本文将这一结论扩展到四舍五入的缺口。通过使用有限元建模,证明了在由圆​​形缺口削弱的足够厚的板中,与耦合断裂模式相关的应力状态强度可能会超过由于主载荷而产生的应力大小。这意味着耦合模式可以主导槽口根部附近的应力状态,并且是造成断裂开始的主要原因。

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