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A study on crack front shape and the correlation between the stress intensity factors of a pipe subject to bending and a plate subject to tension

机译:弯曲管与受拉板的裂纹前部形状及其应力强度因子的相关性研究

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The use of a pipe subject to bending moment with an equivalent plate subject to tension has been tried by a few researchers to avoid the complexity usually involved with experimental crack growth investigations of pipes with initial surface flaws. This approach also minimizes the use of more sophisticated monitoring instruments, thereby offering significant cost savings. This equivalency has been done for both experimental and finite element investigations. This paper studies the validity of this approach and evaluates the ranges of the crack depth ratio and elliptical crack diameter ratio for which this approach would be admissible. A series of finite element analysis was carried out to both verify the values of the stress intensity factors reported in the literature, and verify the results of the interpolation function used in the computational simulation in this research. Based on the computational simulations and demonstrating that the crack front follows a semi-circular shape during its growth, a dimensionless relationship between the stress intensity factor of a pipe under bending moment and that of a plate under pure tension has been introduced. A series of experimental investigation was performed to verify the validity of the proposed computational simulation. The results show the rationality and admissibility of this approach when considering the fatigue crack growth of pipes under bending.
机译:一些研究人员已经尝试使用受弯矩作用的管道与受拉等效板的作用,以避免通常具有初始表面缺陷的管道的实验裂纹扩展研究所涉及的复杂性。这种方法还可以最大程度地减少使用更复杂的监视工具,从而节省大量成本。这种等效性已经在实验和有限元研究中完成。本文研究了该方法的有效性,并评估了该方法可接受的裂纹深度比和椭圆形裂纹直径比的范围。进行了一系列有限元分析,既验证了文献中报道的应力强度因子的值,又验证了本研究在计算仿真中使用的插值函数的结果。基于计算仿真,并证明了裂纹扩展过程中裂纹前沿呈半圆形,在弯矩作用下管的应力强度因子与纯张力作用下板的应力强度因子之间存在无量纲关系。进行了一系列的实验研究,以验证所提出的计算仿真的有效性。结果表明,该方法在考虑弯管疲劳裂纹扩展时的合理性和可取性。

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