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Reinforcing fillet welds preventing cracks in partial joint penetration welds

机译:加强角焊缝,以防止部分接头熔透焊缝中出现裂纹

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摘要

In this paper, effectiveness of reinforcing fillet welds in preventing cracking in roots of partial joint penetration welds is investigated. The method used for this investigation includes finite element modeling and a micromechanical model of crack initiation. Base plate connections of three wide flange sections with various fillet weld dimensions are modeled. A novel method is proposed for idealization of the partial penetration weld geometry. The accuracy of the finite element model and the cracking initiation prediction method are verified based on test results. It is observed that, for each column section, utilizing fillet welds larger than a certain size shifts the crack initiation location from the partial penetration weld root to the column flange, which delays cracking considerably. The aforementioned minimum size of the reinforcing fillet welds depends mainly on thickness of the column flange, and also on the depth of the cross section.
机译:本文研究了加强角焊缝在防止局部接头熔透焊缝根部开裂方面的有效性。用于该研究的方法包括有限元建模和裂纹萌生的微机械模型。对具有各种角焊缝尺寸的三个宽法兰部分的基板连接进行了建模。提出了一种新颖的方法来理想化部分熔透焊缝的几何形状。根据试验结果验证了有限元模型和裂纹萌生预测方法的准确性。可以看出,对于每个立柱段,使用大于一定尺寸的角焊缝会使裂纹的产生位置从部分熔透焊根移到立柱法兰上,从而大大延迟了开裂。加强角焊缝的上述最小尺寸主要取决于柱凸缘的厚度,并且还取决于横截面的深度。

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