Effect of boron content and welding current on the mechanical properties of electrical resistance spot welds in complex-phase steels

被引:33
作者
Kong, Jong Pan [1 ]
Han, Tae Kyo [2 ]
Chin, Kwang Geun [2 ]
Park, Bong Gyu [3 ]
Kang, Chung Yun [1 ]
机构
[1] Pusan Natl Univ, Dept Mat Sci & Eng, Pusan 609735, South Korea
[2] POSCO Ltd, Gwangyang Si 545090, Jeonnam, South Korea
[3] Pukyong Natl Univ, Dept Adv Mat Sci & Eng, Pusan 608739, South Korea
基金
新加坡国家研究基金会;
关键词
Complex phase steel; Resistance spot welding; Boron content; Nugget diameter; Tensile-shear load; FAILURE MODE TRANSITION; DUAL-PHASE; TENSILE; SINGLE;
D O I
10.1016/j.matdes.2013.08.098
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
When complex phase steel where tensile strength is more than 1 GPa grade is joined by resistance spot welding (RSW) optimum boron (B) content should be chosen to satisfy weldability and mechanical properties. Therefore, in this study, the effect of the B content (0-40 ppm) on the tensile-shear strength of the RSW were investigated. As the resistivity of the base metal was independent on the B content it did not affect to nugget diameter. Regardless of the B content the specimens under 5t(1/2) (t = sheet thickness) were fractured at interfacial failure mode. In the low welding current condition (lower than 6.4 kA), measured nugget diameters were smaller than calculated critical nugget diameter regardless of the amount of B addition so that fracture mode was interfacial failure. Pull out failure occurred at the softened zone which was boundary between the base metal and the heat affected zone. Tensile-shear load of the specimen failure at the pull-out mode was increased as the fractured diameter and hardness of the softened zone were increased. Shear load was only dependent on the fractured diameter. The equations to calculate the shear and tensile-shear load were suggested for the specimens fractured at interfacial and pull-out failure modes respectively. Correlation coefficients between measured and calculated values of shear and tensile-shear load were 0.98 and 0.97, respectively. Therefore, shear and tensile-shear load of advanced high strength steel joined by RSW could be predicted successfully using the suggested equation. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:598 / 609
页数:12
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