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金属学报  2019, Vol. 55 Issue (6): 792-800    DOI: 10.11900/0412.1961.2018.00566
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退火温度对TWIP钢组织性能和氢致脆性的影响
董福涛1(),薛飞2,田亚强1,陈连生1,杜林秀3,刘相华3
1. 华北理工大学教育部现代冶金技术重点实验室 唐山 063210
2. 华北理工大学电气工程学院 唐山 063210
3. 东北大学轧制技术与连轧自动化国家重点实验室 沈阳 110819
Effect of Annealing Temperature on Microstructure, Properties and Hydrogen Embrittlement of TWIP Steel
Futao DONG1(),Fei XUE2,Yaqiang TIAN1,Liansheng CHEN1,Linxiu DU3,Xianghua LIU3
1. Key Laboratory of the Ministry of Education for Modern Metallurgy Technology, North China University of Science and Technology, Tangshan 063210, China
2. College of Electrical Engineering, North China University of Science and Technology, Tangshan 063210, China
3. The State Key Laboratory of Rolling and Automation, Northeastern University, Shenyang 110819, China
引用本文:

董福涛,薛飞,田亚强,陈连生,杜林秀,刘相华. 退火温度对TWIP钢组织性能和氢致脆性的影响[J]. 金属学报, 2019, 55(6): 792-800.
Futao DONG, Fei XUE, Yaqiang TIAN, Liansheng CHEN, Linxiu DU, Xianghua LIU. Effect of Annealing Temperature on Microstructure, Properties and Hydrogen Embrittlement of TWIP Steel[J]. Acta Metall Sin, 2019, 55(6): 792-800.

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摘要: 

采用电化学结合低应变速率拉伸实验(SSRT)的方法和OM、SEM等手段研究了退火温度对Fe-18Mn-0.6C TWIP钢充氢条件下力学性能和变形行为的影响,并探讨了各类微观组织结构对氢致脆性的作用。结果表明,TWIP钢晶粒尺寸随退火温度的升高逐渐增大,700 ℃退火板晶界处容易观察到(Fe, Mn)3C渗碳体。900 ℃退火获得的中等尺寸均匀晶粒的TWIP钢具有最高的强塑积。在电化学充氢和SSRT同时进行下,TWIP钢的强度和塑性大幅下降,随退火温度的升高,强塑积损失率(R)呈增大趋势。高温退火得到的大尺寸晶粒在变形中更容易产生形变孪晶,孪晶/孪晶交叉位置和孪晶/晶界交叉位置是氢致裂纹的主要来源。尽管相对低温退火得到大尺寸晶粒和界面处层错能(SFE)变化使TWIP钢在变形中不容易产生形变孪晶,但其局部粗大的碳化物与形变孪晶间产生的应力集中处极易形成空位,演化成裂纹源,使相对低温退火的TWIP钢本身塑性不高。低于800 ℃退火对TWIP钢提高氢脆抵抗力没有明显作用。

关键词 TWIP钢氢致脆性形变孪晶碳化物    
Abstract

TWIP steel as the representative of advanced high strength steel (AHSS) has a bright future in market and application owing to its excellent strength and ductility. Hydrogen embrittlement (HE) as a difficult problem of TWIP steel, researches on solving it mainly focus on alloying, few effort has been made on the mechanism of improving HE resistance by process adjustment and microstructure optimization. In this work, electrochemically combined with slow strain rate tensile test (SSRT) and OM, SEM have been used to study the effect of annealing temperature on mechanical property and deformation behavior of a Fe-18Mn-0.6C (mass fraction, %) twinning-induced plasticity (TWIP) steel, and also the influence of various microstructures on HE were discussed. The results showed that the grain size of TWIP steel increased with the increasing annealing temperature. In 700 ℃ annealed sheet, grain boundary (Fe, Mn)3C cementite was obvious. TWIP steel with uniform medium-sized grains by 900 ℃ annealing had the highest strength-ductility balance. After SSRT under ongoing hydrogen charging, strength and plasticity reduced significantly. The strength-ductility balance loss rate (R) showed a tendency of increasing with the increasing annealing temperature. Deformation twins were more likely to be produced in large-sized grains by high temperature annealing. The junctions of twin/twin and twin/grain boundary were the main sources of hydrogen induced cracks. Although relatively low temperature annealing resulted in fine grains and the change of stacking fault energy (SFE) along grain boundary, deformation twins were not easily formed. But it was very vulnerable to generate vacancies where the stress concentrated between the local coarse carbides and deformation twins, then evolved into crack sources. As a result, the plasticity of TWIP steel itself was not high when annealed at a relatively low temperature. It had no apparent effect on improving HE resistance for TWIP steel annealed below 800 ℃.

Key wordsTWIP steel    hydrogen embrittlement    deformation twin    carbide
收稿日期: 2018-12-26     
ZTFLH:  TG142  
基金资助:国家自然科学基金项目(No.51501056);河北省自然科学基金项目(No.E2016209341);河北省教育厅项目(No.BJ2014031);华北理工大学培育基金项目(No.JP201510)
作者简介: 董福涛,男,1985年生,副教授,博士
图1  Fe-18Mn-0.6C TWIP钢不同温度退火板的OM像
图2  Fe-18Mn-0.6C TWIP钢不同温度退火板的奥氏体晶粒尺寸分布
图3  Fe-18Mn-0.6C TWIP钢退火板未充氢条件下拉伸得到的工程应力-应变曲线
图4  Fe-18Mn-0.6C TWIP钢退火板未充氢条件下拉伸得到的应变硬化速率和加工硬化指数随真应变的变化关系曲线
图5  Fe-18Mn-0.6C TWIP钢退火板电化学充氢条件下进行低应变速率拉伸实验得到的工程应力-应变曲线
图6  Fe-18Mn-0.6C TWIP钢退火板未充氢和电化学充氢条件下进行低应变速率拉伸实验得到的强塑积及氢影响下的强塑积损失率
图7  Fe-18Mn-0.6C TWIP钢退火板局部放大的工程应力-应变曲线
图8  Fe-18Mn-0.6C TWIP钢不同温度退火板不同应变程度的SEM像
图9  Fe-18Mn-0.6C TWIP钢不同温度退火板中碳化物形貌的SEM像及EDS分析
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