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Influence of the crack morphology on the fatigue crack growth rate: A continuously-kinked crack model based on fractals

机译:裂纹形态对疲劳裂纹扩展速率的影响:基于分形的连续扭曲裂纹模型

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Threshold condition and rate of fatigue crack growth appear to be significantly affected by the degree of deflection of cracks. In the present paper, the reduction of the fatigue crack growth rate for a so-called 'periodically-kinked crack' as compared to that for a straight counterpart is quantified via the Paris-Erdogan law modified according to some simple theoretical arguments. It is shown that such a reduction increases as the value of the kinking angle increases. Then, a so-called 'continuously-kinked crack' (the kink length tends to zero) is considered and modelled as a self-similar invasive fractal curve. The sequence of kinking angles in the crack is such that the fatigue crack path is 'on average' straight. Using the Richardson's expression for self-similar fractals, the fractal dimension of the crack is expressed as a function of the kinking angle. It is shown that the fatigue crack growth rate in the Paris range depends not only on the above fractal dimension and in turn on the kinking angle, but also, in an explicit fashion, on the crack length. Some experimental results related to concrete and showing a crack size effect on the fatigue crack growth rate are analysed.
机译:裂纹变形的阈值条件和疲劳裂纹扩展的速率似乎受到显着影响。在本文中,通过根据一些简单的理论论点修改的巴黎-埃尔多安定律,量化了所谓的“周期性弯曲的裂纹”与直线形裂纹相比的疲劳裂纹扩展速率的降低。可以看出,这种减小随着扭结角值的增加而增加。然后,考虑所谓的“连续弯曲的裂纹”(扭结长度趋于零)并将其建模为自相似的侵入分形曲线。裂纹的扭结角顺序使疲劳裂纹路径“平均”是直的。使用Richardson的自相似分形表达式,将裂纹的分形维数表示为弯折角的函数。结果表明,在巴黎范围内的疲劳裂纹扩展率不仅取决于上述分形维数,进而取决于扭结角,而且还取决于裂纹长度。分析了一些与混凝土有关的实验结果,这些结果表明了裂纹尺寸对疲劳裂纹扩展速率的影响。

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