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Stress-intensity factors for circumferential surface cracks in pipes and rods under tension and bending loads

机译:拉伸和弯曲载荷作用下管材和棒材圆周表面裂纹的应力强度因子

摘要

The purpose of this paper is to present stress-intensity factors for a wide range of nearly semi-elliptical surface cracks in pipes and rods. The configurations were subjected to either remote tension or bending loads. For pipes, the ratio of crack depth to crack length (a/c) ranged from 0.6 to 1; the ratio of crack depth to wall thickness (a/t) ranged from 0.2 to 0.8; and the ratio of internal radius to wall thickness (R/t) ranged from 1 to 10. For rods, the ratio of crack depth to crack length also ranged from 0.6 to 1; and the ratio of crack depth to rod diameter (a/D) ranged from 0.05 to 0.35. These particular crack configurations were chosen to cover the range of crack shapes (a/c) that have been observed in experiments conducted on pipes and rods under tension and bending fatigue loads. The stress-intensity factors were calculated by a three-dimensional finite-element method. The finite-element models employed singularity elements along the crack front and linear-strain elements elsewhere. The models had about 6500 degrees of freedom. The stress-intensity factors were evaluated using a nodal-force method.
机译:本文的目的是提出应力强度因子,用于管材和棒材中各种近似半椭圆形的表面裂纹。这些构型承受了远距离的拉力或弯曲载荷。对于管道,裂纹深度与裂纹长度之比(a / c)为0.6至1;裂纹深度与壁厚之比(a / t)为0.2至0.8。内径与壁厚之比(R / t)为1至10。对于棒材,裂纹深度与裂纹长度之比也为0.6至1。裂纹深度与杆径之比(a / D)为0.05〜0.35。选择这些特定的裂纹构型以覆盖裂纹形状(a / c)的范围,该形状在张力和弯曲疲劳载荷下对管材和棒材进行的实验中已经观察到。应力强度因子通过三维有限元法计算。有限元模型沿裂纹前沿采用奇异元,而在其他地方采用线性应变元。这些模型具有约6500个自由度。使用节点力法评估应力强度因子。

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