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Fatigue crack growth behaviour of an out-of-plane gusset welded joints under biaxial tensile loadings with different phases

机译:不同相位双轴拉伸载荷下平面角撑板焊接接头的疲劳裂纹扩展行为

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Most of in-service welded built-up structures, which contain many welded joints as fatigue crack initiation sites, are subjected to many types of loading and these loadings have different axial components with different phases. However, the structural integrities are evaluated according to design codes based on theoretical and experimental investigations under a uniaxial loading condition. Most of these codes are based on the S-N curves approach. On the other hand, authors proposed the numerical simulation method of fatigue crack propagation histories of a cracked plate subjected biaxial loadings with phase difference of each loading component. Fracture mechanics approach is applied to establish our method. In this study, fatigue crack growth behaviour of an out-of-plane gusset welded joint under biaxial loading with two different phase conditions were investigated. The phase difference effect for fatigue crack shape evolution under biaxial loading was confirmed by measured ones. Besides, comparisons of measured crack evolution with the numerical simulation results were performed to validate of our fatigue crack growth simulation for welded joints.
机译:在役焊接结构中,大多数包含许多焊接接头作为疲劳裂纹萌生点,它们承受着多种类型的载荷,并且这些载荷具有不同的轴向分量和不同的相位。但是,在理论上和实验研究的基础上,在单轴载荷条件下,根据设计规范对结构完整性进行了评估。这些代码大多数基于S-N曲线方法。另一方面,作者提出了在双轴载荷下各载荷分量具有相位差的裂纹板疲劳裂纹扩展历史的数值模拟方法。应用断裂力学方法建立了我们的方法。在这项研究中,研究了在两个不同相位条件下双轴载荷下面外角撑板焊接接头的疲劳裂纹扩展行为。实测值证实了双轴载荷下疲劳裂纹形状演变的相位差效应。此外,将测得的裂纹扩展与数值模拟结果进行了比较,以验证我们的焊接接头疲劳裂纹扩展模拟。

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