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A New Perspective of Post-Weld Baking Effect on Al-Steel Resistance Spot Weld Properties through Machine Learning and Finite Element Modeling

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MDPI
DOI: 10.3390/jmmp7010006

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resistance spot welds; post-weld baking; machine learning; finite element model

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The root cause of post-weld baking on the mechanical performance of Al-steel dissimilar resistance spot welds has been identified using machine learning and finite element modeling. A deep neural network model correlated spot weld performance with joint attributes, stacking materials, and other conditions. It was found that post-weld baking reduces joint performance, with the extent of degradation depending on the stacking materials' thickness. Finite element modeling revealed that high thermal stresses during baking, caused by thermal expansion mismatch, lead to damage and cracking of the brittle intermetallic compound formed at the weld nugget interface during welding.
The root cause of post-weld baking on the mechanical performance of Al-steel dissimilar resistance spot welds (RSWs) has been determined by machine learning (ML) and finite element modeling (FEM) in this study. A deep neural network (DNN) model was constructed to associate the spot weld performance with the joint attributes, stacking materials, and other conditions, using a comprehensive experimental dataset. The DNN model positively identified that the post-weld baking reduces the joint performance, and the extent of degradation depends on the thickness of stacking materials. A three-dimensional finite element (FE) model was then used to investigate the root cause and the mechanism of the baking effect. It revealed that the formation of high thermal stresses during baking, from the mismatch of thermal expansion between steel and Al alloy, causes damage and cracking of the brittle intermetallic compound (IMC) formed at the interface of the weld nugget during welding. This in turn reduces the joint performance by promoting undesirable interfacial fracture when the welds were subjected to externally applied loads. The FEM model further revealed that increase in structural stiffness, because of increase in steel sheet thickness, reduces the thermal stresses at the interface caused by the thermal expansion mismatch and consequently lessens the detrimental effect of post-weld baking on the joint performance.

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