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圆管环向外表面裂纹应力强度因子的二维权函数

Two-dimensional weight function of stress intensity factors for external circumferential surface cracks in cylinders

  • 摘要: 环向外表面裂纹是海底管道与立管中常见的缺陷形式之一.为了准确高效地计算应力强度因子(stress intensity factors, SIFs),提出了一种适用于任意复杂应力场中圆管环向外表面裂纹的二维权函数.通过三维有限元方法计算得到均布应力载荷下圆管厚径比T/Ri为0.02 ~ 0.2, 裂纹形状比a/c为0.2 ~ 1.0, 裂纹深度比a/T为0.1 ~ 0.8的圆管环向外表面裂纹的SIFs参考解,求得表面裂纹最深点和表面点的二维权函数.通过计算高阶应力载荷下的SIFs,将权函数法结果与有限元法结果进行对比以验证权函数的准确性,两者最大相对误差为9.5%.此外,计算了环焊缝焊接残余应力作用下环向外表面裂纹的SIFs,权函数结果与有限元结果的相对误差小于5%. 结果表明,文中所提出的二维权函数可为含有环向外表面裂纹缺陷的海底管道与立管的疲劳寿命预测奠定基础.

     

    Abstract: External circumferential surface crack was one of the common defects in submarine pipes and risers. For the sake of accurate and efficient calculation of stress intensity factors (SIFs), a two-dimensional weight function for external circumferential surface cracks in cylinders under arbitrary complex stress fields was proposed. Three-dimensional finite element analysis was utilized to calculate the SIFs for external circumferential surface cracks in cylinders under uniform stress loading, covering the thickness-to-radius ratio T/Ri of 0.02 ~ 0.2, crack shape ratio a/c of 0.2 ~ 1.0, and crack depth ratio a/T of 0.1 ~ 0.8. The two-dimensional weight functions for the deepest and surface points of surface cracks were derived. The results of the weight function method and the finite element method were compared to verify the accuracy of the weight function by calculating the SIF under high-order stress loads. The maximum relative error of the two methods was 9.5%. Moreover, the SIFs of external circumferential surface cracks under girth-welded residual stress was calculated. The relative error between the weight function and the finite element results was less than 5%. The results showed that the developed two-dimensional weight function can provide a foundation for the fatigue life prediction of submarine pipes and risers with external circumferential surface cracks.

     

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