Continuous Cooling Transformation Behaviors of Q500q Bridge Steel under Different Cooling Modes
摘 要
利用Gleeble-2000型热模拟试验机在两种冷却方式下对Q500q桥梁钢的冷却转变行为进行研究,一种冷却方式为以恒定的冷却速率(1,4,8,16,32℃·s-1)从900℃冷却至300℃(恒速冷却),另一种方式为以一定的冷却速率(同前)从900℃冷却至650℃后再冷却速率减半冷却至300℃(分段冷却)。结果表明:在恒速冷却条件下,当冷却速率在1~4℃·s-1时,试验钢得到多边形铁素体+珠光体组织,当冷却速率在8~16℃·s-1时得到贝氏体组织,冷却速率增至32℃·s-1时得到马氏体组织;在分段冷却条件下,当中温区(650~300℃)冷却速率在0.5~4℃·s-1时试验钢发生铁素体和珠光体转变,多边形铁素体数量较多,当中温区冷却速率在8~16℃·s-1范围内发生贝氏体转变;与恒速冷却方式下的相比,贝氏体转变的终了温度升高,贝氏体转变区间缩小,贝氏体晶粒的细化程度降低。
Abstract
Cooling transformation behaviors of Q500q bridge steel by two cooling modes were studied with Gleeble-2000 thermal simulation machine. One cooling mode method (constant cooling) was cooling from 900℃ to 300℃ at constant cooling rates (1, 4, 8, 16, 32℃·s-1) and the other cooling mode (subsection cooling) was cooling from 900℃ to 650℃ at constant cooling rates (ditto) and then to 300℃ at halving cooling rates. The results show that under constant cooling conditions, the steel had a structure of polygonal ferrite+pearlite at the cooling rates of 1-4℃·s-1, a structure of bainite at the cooling rates of 8-16℃·s-1, and a structure of martensite at the cooling rates of 32℃·s-1. Under subsection cooling conditions, the ferrite and pearlite transformation occurred at the cooling rates in the intermediate temperature range (650-300℃) of 0.5-4℃·s-1, and the amount of polygonal ferrite was relatively large; the bainite transformation occurred at the cooling rates in the intermediate temperature range (650-300℃) of 8-16℃·s-1. Compared with those by constant cooling method, the bainite transformation end temperature increased, the transformation region was reduced, and the grain refinement degree of bainite decreased.
中图分类号 TG142 DOI 10.11973/jxgccl201908005
所属栏目 试验研究
基金项目 湖北省自然科学基金资助项目(2018CFB304);湖北省教育厅科学研究计划项目(Q20174301);荆门市科技计划项目(2018YFYB054)
收稿日期 2018/8/1
修改稿日期 2019/6/20
网络出版日期
作者单位点击查看
备注冯路路(1982-),男,湖北荆门人,工程师,硕士
引用该论文: FENG Lulu. Continuous Cooling Transformation Behaviors of Q500q Bridge Steel under Different Cooling Modes[J]. Materials for mechancial engineering, 2019, 43(8): 23~26
冯路路. Q500q桥梁钢在不同冷却方式下的连续冷却转变行为[J]. 机械工程材料, 2019, 43(8): 23~26
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【3】闫志刚, 赵欣欣, 徐向军, 等. 沪通长江大桥Q500qE钢的适用性研究[J]. 中国铁道科学, 2017, 38(3):40-46.
【4】李亮, 陈熙, 董真真, 等. 低裂纹焊接敏感性耐候桥梁钢Q500qENH的研发[J]. 金属材料与冶金工程, 2018, 45(3):19-24.
【5】李彦国, 朱新华, 刘志刚, 等. 沪通长江大桥天生港专用航道桥Q500qE钢焊接工艺试验研究[J]. 世界桥梁, 2018, 46(1):61-65.
【6】陈焕德, 张淑娟, 刘东升, 等. 桥梁钢板Q500qE焊接粗晶区相变及接头性能[J]. 焊接学报, 2017, 38(7):123-127.
【7】FU L M, WANG H R, WANG W, et al. Austenite grain growth prediction coupling with drag and pinning effects in low carbon Nb microalloyed steels[J]. Materials Science and Technology, 2011, 27(6):996-1000.
【8】李胜利, 孙傲, 孙逸婷, 等. 高强度船板钢EH460的动态连续冷却转变曲线[J]. 特殊钢, 2017, 38(2):64-66.
【9】ZHAO J W, JIANG Z Y, KIM J S, et al. Effects of tungsten on continuous cooling transformation characteristics of microalloyed steels[J].Materials & Design,2013,49:252-258.
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