高强结构钢材Q460C焊接接头的断裂韧性试验
Experimental study on fracture toughness of butt weld of Q460C high-strength structural steel
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摘要: 对14 mm厚的焊接Q460C高强度结构钢材焊缝区及其热影响区进行不同低温下的三点弯断裂韧性的试验研究,以便获得其焊缝区及其热影响区的断裂韧性指标δm值,同时利用Boltzmann函数对结果进行了拟合分析,得到其韧脆转变温度及其随温度变化的规律,并对试件断口进行扫描电镜分析.结果表明,低温对Q460C结构钢的焊缝区和热影响区断裂韧性有明显的影响,随温度的降低,其断裂韧性也随之呈下降趋势;Q460C焊缝区韧脆转变温度约为-53.6℃,热影响区的约为-40.3℃;在温度低于-20℃时,Q460C焊缝区及热影响区的断口形貌已表现出明显的脆性特征.Abstract: Three point bending(TPB) fracture toughness tests of weld zone and heat affected zone of Q460C structural high-strength steel with 14 mm in thickness at distinct low temperature points were carried out, and the fracture toughness values for weld zone and heat affected zone of the specimens were obtained.Then regression analysis with Boltzmann function was used, then the ductile-brittle transition temperature and its variation with temperature were acquired.The TPB fracture appearance was analyzed with the scanning electron microscope.The results showed that low temperature had obvious influence on the fracture toughness of weld zone and heat affected zone of Q460C steel.With the temperature decreasing, there was a downward trend on the fracture toughness.Moreover, the ductile-brittle transition temperature of weld zone is about -53.6℃, and that of the heat affected zone was about -40.3℃.Besides, the fracture appearances of weld zone and heat affected zone fractured at temperature point below -20℃ showed the brittle characteristics significantly.