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Generalized SCF Formula of Out-Of-Plane Gusset Welded Joints and Assessment of Fatigue Life Extension by Additional Weld

机译:平面外角撑板焊接接头和疲劳寿命延伸的广义SCF公式通过额外的焊接评估

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摘要

The existing S-N curves by effective notch stress to assess the fatigue life of gusset welded joints can result in reduced accuracy due to the oversimplification of bead geometries. The present work proposes the parametric formulae of stress concentration factor (SCF) for as-welded gusset joints based on the spline model, by which the effective notch stress can be accurately calculated for fatigue resistance assessment. The spline model is also modified to make it applicable to the additional weld. The fatigue resistance of as-welded and additional-welded specimens is assessed considering the geometric effects and weld profiles. The results show that the error of SCFs by the proposed formulae is proven to be smaller than 5%. The additional weld can increase the fatigue life by as great as 9.4 times, mainly because the increasing weld toe radius and weld leg length lead to the smaller SCF. The proposed series of S-N curves, considering different SCFs, can be used to assess the welded joints with various geometric parameters and weld profiles.
机译:通过有效的凹口应力来评估角撑板焊接接头的疲劳寿命的现有S-N曲线可能导致珠状物质的过度简化导致精度降低。本工作提出了基于样条型模型的用于焊接角撑板的应力浓度因子(SCF)的参数公式,通过该曲线模型可以精确地计算有效的凹口应力以进行疲劳性抗性评估。花键模型也被修改为使其适用于附加焊接。考虑到几何效果和焊接轮廓,评估用焊接和附加焊接标本的疲劳电阻。结果表明,所提出的公式的SCFS误差被证明小于5%。额外的焊缝可以通过大约9.4次增加疲劳寿命,主要是因为焊接脚趾半径和焊腿长度的增加导致较小的SCF。考虑不同的SCFS,所提出的S-N曲线系列可用于评估各种几何参数和焊接轮廓的焊接接头。

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