Q345FRE高铌耐火钢模拟焊接热影响区高温拉伸性能

High-temperature tensile properties of HAZ in Q345FRE high Nb fire-resistant steel by simulation

  • 摘要: 采用热模拟方法,在Gleeble-3500试验机上进行了Q345FRE耐火钢在单道次不同峰值温度、多道次不同峰值温度、不同t8/5时间下热影响区的600 ℃高温拉伸试验,研究了不同状态下热影响区的高温拉伸性能、二次高温拉伸及其变化规律。研究结果表明,在单道次和双道次的焊接热影响区中,模拟峰值温度870 ℃的不完全重结晶区,其600 ℃的高温屈服强度和抗拉强度最低;模拟峰值温度1 320 ℃的粗晶区,其600 ℃高温屈服强度和抗拉强度最高且高于母材的强度;模拟不完全结晶区,焊接热输入(t8/5时间)对600 ℃高温屈服强度和抗拉强度的影响无明显规律,且当t8/5≤80 s时,二次过火的热模拟不完全结晶区的强度没有降低。

     

    Abstract: Tensile tests of HAZ in Q345 FRE fire-resistant steel at 600 ℃ under conditions of different peak temperatures in single pass, different peak temperatures in multiple passes and differentt8/5 times were carried out on Gleeble-3500 tester by thermal simulation method. The high temperature tensile properties, secondary high temperature tensile properties and their variations in the heat affected zone under different conditions were studied. The results showed that in the HAZs of single pass and double pass, the incomplete recrystallization zone at 870 ℃peak temperature was simulated and its high temperature yield strength and tensile strength at 600 ℃ were the lowest. The coarse-grained zone at 1 320 ℃ peak temperature was simulated and its high temperature yield strength and tensile strength at 600 ℃ were the highest and higher than those of parent metal. The effect of welding heat input(t8/5) on high temperature yield strength and tensile strength at 600 ℃ was not obvious the incomplete recrystallization zone at 870 ℃ simulation peak temperature. The strength of the incomplete crystallization zone after secondary overheating by thermal simulation of did not decrease at t8/5≤80 s.

     

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