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Stress intensity factors and crack opening displacements for slanted axial through-wall cracks in pressurized pipes

机译:压力管道中倾斜的轴向贯通壁裂缝的应力强度因子和裂缝开口位移

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This paper proposes elastic stress intensity factors and crack opening displacements (CODs) for a slanted axial through-wall cracked cylinder under an internal pressure based on detailed three-dimensional (3D) elastic finite element (FE) analyses. The FE model and analysis procedure were validated against existing solutions for both elastic stress intensity factor and COD of an idealized axial through-wall cracked cylinder. To cover a practical range, four different values of the ratio of the mean radius of cylinder to the thickness (R_m/t) were selected. Furthermore, four different values of the normalized crack length and five different values of the ratio of the crack length at the inner surface to the crack length at the outer surface representing the slant angle were selected. Based on the elastic FE results, the stress intensity factors along the crack front and CODs through the thickness at the centre of the crack were provided. These values were also tabulated for three selected points, that is, the inner and outer surfaces and at the mid-thickness. The present results can be used to evaluate the crack growth rate and leak rate of a slanted axial through-wall crack due to stress corrosion cracking and fatigue. Moreover, the present results can be used to perform a detailed leak-before-break analysis considering more realistic crack shape development.
机译:基于详细的三维三维有限元分析,提出了内压斜轴向贯通壁裂纹圆柱体的弹性应力强度因子和裂纹开口位移(COD)。相对于现有的理想化轴向贯通壁裂纹圆柱体的弹性应力强度因子和COD的解决方案,验证了有限元模型和分析程序。为了覆盖实际范围,选择了圆柱体平均半径与厚度之比(R_m / t)的四个不同值。此外,选择四个不同的归一化裂纹长度值和五个不同的内表面裂纹长度与外表面裂纹长度之比代表倾斜角的值。基于弹性有限元分析结果,提供了沿裂纹前沿的应力强度因子和贯穿裂纹中心厚度的COD。还针对三个选定点(即内表面和外表面以及中间厚度)将这些值制成表格。本结果可用于评估由于应力腐蚀开裂和疲劳导致的倾斜轴向贯通壁裂纹的裂纹扩展率和泄漏率。此外,考虑到更现实的裂纹形状发展,当前结果可用于执行详细的断裂前泄漏分析。

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