ISSN:1003-8620

CN:42-1243/TF

主管:中信泰富特钢集团股份有限公司

主办:大冶特殊钢有限公司

特殊钢 ›› 2021, Vol. 42 ›› Issue (4): 71-74.

• 组织和性能 • 上一篇    下一篇

奥氏体量及预应变量对0.1C-4.98Mn中锰钢力学性能的影响

张磊1,2,吴泽启1,王存宇2,王建新1,阎金刚1,张建军1   

  1. 1. 唐山工业职业技术学院,唐山 063200;
    2. 钢铁研究总院,北京 100081;
  • 收稿日期:2021-01-18 出版日期:2021-07-15 发布日期:2022-03-09
  • 通讯作者:
  • 作者简介:张磊(1990-),女,硕士(2018年北京科技大学),讲师, 2015年内蒙古工业大学(本科)毕业,金属材料基础方面研究。E-mail: ustbzhanglei@163.com
  • 基金资助:
    国家重点研发计划(2017YFB0304400);
    院科研规划项目(YJKT201978);
    河北省教育厅高等学校科学技术研究项目(Z2020108);
    河北省教育厅高等学校科学技术研究项目(Z2019087)

Effect of Austenite Volume and Pre-Strain on Mechanical Properties of 0.1C-4.98Mn Medium Manganese Steel

Zhang Lei1,2,Wu Zeqi1,Wang Cunyu2,Wang Jianxin1, Yan Jingang1 , Zhang Jianjun1   

  1. 1. Tangshan Polytechnic College, Tangshan 063200;
    2. Central Iron and Steel Research Institute, Beijing 100081;
  • Received:2021-01-18 Published:2021-07-15 Online:2022-03-09

摘要: 采用610℃5h炉冷和800℃20 min水淬+625℃12 h空冷两种热处理工艺和0~20%拉伸预应变等试验方法,分析了 6.9%和13.6%两种奥氏体量及0~20%预应变量对中锰钢5 mm板力学性能变化的影响。利用XRD试验法测量奥氏体的体积分数,拉伸试验法测量力学性能。研究结果表明:在同一预应变量下,奥氏体体积分数为13.6%的试样与6.9%的试样相比,屈服强度低约30 MPa、抗拉强度高约40 MPa、屈强比小约0.1、总延伸率约大7个百分点、加工硬化效果更明显等。而在同一奥氏体量水平下,随预应变量增大,屈服强度、抗拉强度和屈强比都提高、总伸长率下降;且随真应变增大,加工硬化行为可分为四个阶段:减小(Ⅰ阶段)、增大(Ⅱ阶段)、几乎不变(Ⅲ阶段)、减小(Ⅳ阶段)。

关键词: 0.1C-4.98Mn中锰钢, 预应变量, 奥氏体, 力学性能, 加工硬化行为

Abstract: The change influence of 6.9% and 13.6% two austenite contents and 0 ~ 20% pre-strain process on mechanical properties of medium manganese steel 5 mm plate is analyzed by the test method of 610℃ 5 h furnace cooling and 800℃ 20 min W. C. +625 ℃ 12 h A. C. two heat treatment and 0 ~20% pre-strain process. The amount of retained austenite in the steel is determined by X-ray diffraction analysis and its mechanical properties are measured by tensile test. Research results show that at the same pre-strain level,compared to the sample with 6.9% austenite volume fraction,the sample with 13.6% austenite volume fraction has lower yield strength by about 30 MPa,higher tensile strength about 40 MPa,lower yield strength ratio by about 0.1,higher total elongation by about 7 percentage point,and more obvious work hardening behavior. At the same austenite content,with the increasing of pre-strain,the yield strength,tensile strength and yield-strength ratio increase,the total elongation decreases. With the increasing of true strain,the work hardening behavior can be divided into four stages:decreasing (stage I) increasing (stage II) ,almost unchanged (stage III) and decreasing (stage IV).