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Three-dimensional elastic stress fields ahead of blunt V-notches in finite thickness plates

机译:有限厚度板中钝V形缺口之前的三维弹性应力场

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Based on detailed three-dimensional (3D) finite element analyses, elastic fields in front of blunt V-notches in finite thickness plates subjected to uniaxial far-end tensile stress have been investigated. By comparison with the corresponding planar V-notch fields and 3D through-thickness sharp crack fields, various aspects of the 3D fields of the blunt V-notches in finite thickness plates are revealed: (1) The plate thickness and notch angle have obvious effects on the stress concentration factor (SCF) K_t, which is higher in finite thickness plates than in the plane stress and plane strain cases. When the notch angle is smaller than 90 deg, the SCF is insensitive to the notch angle, but has close relation with the dimensionless plate thickness. With the notch angle increasing further, the SCF decreases and the effect of dimensionless plate thickness on it becomes weaker. (2) For any notch angle considered, the variation of the opening stress #sigma#_(yy) normalized by its value #sigma#_(yy0) at the notch-root with the distance x from the root normalized by the root-radius #rho#, is insensitive to the plate thickness and coincides well with the two-dimensional (2D) planar solution. (3) The 3D distribution of the out-of-plane constraint factor T_Z=#sigma#_(zz)/(#sigma#_(yy) + #sigma#_(xx)) is controlled by the plate thickness (B), the notch-radius (#rho#) as well as the notch angle (#beta#), but for deeper V-notches with #beta# <= 90 deg, the distribution of T_Z coincides well with that of a U-notch as well as a sharp 3D through-thickness crack and an explicit empirical expression of T_Z is presented. (4) The distribution of the in-plane stress ratio T_x=#sigma#_(yy)/#sigma#_(xx) in front of the 3D V-notch is nearly independent of the plate thickness and coincides well with the corresponding 2D solutions when the opening angle #beta# is smaller than 120 deg. (5) The gradient of the out-of-plane strain #epsilon#_(zz) is significant near the free surface in finite thickness plates. On the free surface, the #epsilon#_(zz) can be 3.5 times the value on the mid-plane, and the through-thickness gradient of the #epsilon#_(zz) increases with decreasing notch angle. It is of interest to note that most of the field quantities ahead of V-notches are insensitive to the notch angle when the notch angle is smaller than 90 deg.
机译:基于详细的三维(3D)有限元分析,研究了单轴远端拉伸应力作用下的有限厚度板中钝V形槽口前面的弹性场。通过与相应的平面V形缺口场和3D贯穿厚度尖锐裂纹场进行比较,揭示了有限厚度板中钝V形缺口的3D场的各个方面:(1)板厚和缺口角具有明显的影响应力集中系数(SCF)K_t的影响,在有限厚度的板中比在平面应力和平面应变情况下要高。当切口角小于90度时,SCF对切口角不敏感,但是与无量纲的板厚度密切相关。随着切口角的进一步增加,SCF减小,并且无量纲的板厚度对其的影响变得更弱。 (2)对于所考虑的任何切角,在切槽根处以其值#sigma #_(yy0)归一化的张应力#sigma #_(yy)的变化量,与根的距离x由根归一化-半径#rho#对板厚不敏感,并且与二维(2D)平面解非常吻合。 (3)平面外约束因子T_Z =#sigma #_(zz)/(#sigma #_(yy)+ #sigma #_(xx))的3D分布由板厚(B ),缺口半径(#rho#)和缺口角度(#beta#),但对于#beta#<= 90度的更深的V形缺口,T_Z的分布与U-刻痕,尖锐的3D贯穿厚度裂纹和T_Z的明确经验表示。 (4)3D V形缺口前面的面内应力比T_x =#sigma #_(yy)/#sigma #_(xx)的分布几乎与板厚无关,并且与相应的板厚吻合当打开角度#beta#小于120度时的2D解决方案。 (5)有限厚度板中自由表面附近的平面外应变#epsilon #_(zz)的梯度很大。在自由表面上,#epsilon #_(zz)可以是中平面值的3.5倍,并且#epsilon #_(zz)的整个厚度梯度会随着切角的减小而增加。有趣的是,当陷波角小于90度时,V陷波之前的大多数场量对陷波角不敏感。

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