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首页> 外文期刊>Fatigue & Fracture of Engineering Materials & Structures >The in-plane and out-of-plane stress constraint factors and K-T-T_z description of stress fields near the border of a quarter-elliptical corner crack
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The in-plane and out-of-plane stress constraint factors and K-T-T_z description of stress fields near the border of a quarter-elliptical corner crack

机译:四分之一椭圆形拐角裂纹边界附近的面内和面外应力约束因子以及应力场的K-T-T_z描述

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摘要

The elastic T-stress and stress intensity factor K for quarter-elliptical corner cracks have been investigated in elastic plates by detailed three-dimensional finite-element calculations. The distributions of normalized K and T-stress have been obtained along the crack front with aspect ratios (a/c) of 0.2, 0.3, 0.4, 0.5, 0.6, 0.8 and 1.0, and far-field tension and the effect of Poisson's ratio have also been considered. The normalized K increases and the normalized T-stress decreases with the increase of Poisson's ratio υ. For υ = 0.3, the normalized K gradually increases in the range of crack-face angle φ ≥ 22.5° and decreases in the range of φ ≤ 22.5° with the increase of a/c. The normalized T-stress increases in the beginning and then decreases with increasing φ except for a/c = 0.2 and a/c = 0.3. By fitting the numerical results with the least squares method, empirical formulae have been given for the convenience of engineering applications. Combining with the corresponding out-of-plane constraint factor T_z, the three-parameter K-T-T_z approach has been provided, which can accurately describe the stress field around the crack front.
机译:通过详细的三维有限元计算,研究了弹性板中四分之一椭圆形拐角裂纹的弹性T应力和应力强度因子K。沿裂纹前沿获得了归一化的K和T应力分布,其纵横比(a / c)为0.2、0.3、0.4、0.5、0.6、0.8和1.0,并且具有远场张力和泊松比的影响也已经考虑过了。随着泊松比υ的增加,归一化的K值增加,归一化的T应力减小。对于υ= 0.3,随着a / c的增加,归一化的K在裂纹面角φ≥22.5°的范围内逐渐增加,在φ≤22.5°的范围内减小。除了a / c = 0.2和a / c = 0.3外,归一化的T应力在开始时先增加,然后随着φ的增加而减小。通过用最小二乘法拟合数值结果,给出了方便工程应用的经验公式。结合相应的平面外约束因子T_z,提供了三参数K-T-T_z方法,该方法可以准确地描述裂纹前沿周围的应力场。

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