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特厚耐候桥梁钢板模拟热影响粗晶区组织性能
引用本文:程丙贵,刘东升.特厚耐候桥梁钢板模拟热影响粗晶区组织性能[J].焊接学报,2014,35(8):103-107,112.
作者姓名:程丙贵  刘东升
作者单位:江苏省(沙钢)钢铁研究院, 张家港 215625
摘    要:使用热模拟试验机模拟60 mm厚耐候桥梁钢Q500qENH在不同焊接热输入(E)下热影响粗晶区热循环过程,研究了单道次热循环下热影响粗晶区(CGHAZ)、多道次焊接下CGHAZ经二次峰值温度(Tp2)加热的各亚区(临界加热(IRCGHAZ)和过临界加热(SRCGHAZ))的组织和性能.结果表明,随着E的提高,CGHAZ显微组织由板条状贝氏体逐渐向粒状贝氏体过渡,马氏体/奥氏体(M/A)组元逐渐粗化,夏比(Charpy)冲击吸收功和维氏硬度逐渐降低.当E不超过50 kJ/cm时,SRCGHAZ呈韧性断裂;提高Tp2导致SRCGHAZ韧性提高;当E升高至100kJ/cm时,SRCGHAZ为脆性区.各种E下的IRCGHAZ含有粗大的M/A组元,均为脆性区.

关 键 词:耐候桥梁钢板    模拟焊接热影响粗晶区    韧性
收稿时间:2013/2/19 0:00:00

Microstructure and properties of simulated heat affected zones of weathering heavy steel plate for bridge
CHENG Binggui and LIU Dongsheng.Microstructure and properties of simulated heat affected zones of weathering heavy steel plate for bridge[J].Transactions of The China Welding Institution,2014,35(8):103-107,112.
Authors:CHENG Binggui and LIU Dongsheng
Affiliation:Institute of Research of Iron and Steel(IRIS), Shasteel, Zhangjiagang 215625, China
Abstract:Advanced heavy steel plates(60 mm thick) for bridge with room temperature yield-strength greater than 500 MPa and assured low temperature impact toughness(Charpy V notch impact energy(CVN) of 200 J at -40℃) have been produced via thermomechanical control process(TMCP). The dependence of microstructure and the impact toughness at -40℃ of the coarse-grained heat-affected zone(CGHAZ) generated by single-pass simulated welding upon the heat input energy(E) and peak temperature Tp2 of simulated second-pass welding processes were revealed. Thermal cycles of the CGHAZ and the sub-regions(intercritically reheated coarse-grained zone(IRCGHAZ), supercritically reheated coarse-grained zone(SRCGHAZ)) of the subject steel plate were simulated employing a Gleeble 3 800 thermomechanical simulator. The microstructure of the CGHAZ consists of lathlike bainite(LB) under E less than 50 kJ/cm. The microstructure changes gradually into granular bainite(GB) associated with coarsened martensite/austenite(M/A) constituents in the cases of E greater than 100 kJ/cm. Ductile impact fracture behavior is observed under the CGHAZ conditions with E less than 100 kJ/cm, while brittle fracture is rendered with E greater than 100 kJ/cm. The IRCGHAZ is the so called local brittle zone(LBZ) under all the tested conditions. This is attributed to the formation of coarse M/A constituents. The SRCGHAZs with moderate and small E which is no greater than 50 kJ/cm show ductile fracture. These are LBZs with increased E which is once again attributed to the formation of GB. The increase of Tp2 leads to improved impact toughness in the SRCGHAZ. This is attributed to increased hardenability of austenite resulting in transformed-microstructure consisting of fine LB and GB.
Keywords:weathering plate steel for bridge  simulated heat affected zones  impact toughness
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