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Influence of hot working on microstructure and mechanical behavior of high nitrogen stainless steel

机译:热加工对高氮不锈钢组织和力学性能的影响

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摘要

The relationship between microstructures and mechanical properties of a high nitrogen stainless (HNS) steel (0.65N–1.8Ni, wt%) manufactured by argon oxygen decarburization and continuous casting was investigated in this article. The plates with different thicknesses were obtained by thermo-mechanical control process. The results revealed that the plates prepared by hot rolled and solution treated possessed good balanced mechanical properties, i.e., satisfactory strength and higher toughness. Compared with hot-rolled and solution-treated plates, the hot-rolled plate had much higher tensile strength, but its impact toughness was extremely low. Furthermore, with the increase of deformation strain, the plate with finer grains, more precipitates and higher strength was achieved, but its plasticity decreased obviously. The worm-like carbides formed along the grain boundary during the finish rollings at 850 °C, which are detrimental to the toughness of hot-rolled plates. In addition, small amount of ferrite precipitated in the steel due to the non-equilibrium solidification during continuous casting, and to ensure full austenitic structure, composition design method was recommended.
机译:本文研究了通过氩氧脱碳和连铸生产的高氮不锈钢(HNS)钢(0.65N–1.8Ni,wt%)的组织与力学性能之间的关系。通过热机械控制工艺获得了不同厚度的板。结果表明,通过热轧和固溶处理制备的板具有良好的平衡机械性能,即令人满意的强度和较高的韧性。与热轧和固溶处理的板相比,热轧板具有更高的拉伸强度,但其冲击韧性极低。此外,随着变形应变的增加,获得了晶粒更细,析出物更多,强度更高的板材,但塑性明显下降。在850°C的终轧过程中,沿晶界形成蠕虫状碳化物,这不利于热轧板的韧性。另外,由于连续铸造时的不平衡凝固,钢中析出少量的铁素体,为确保充分的奥氏体组织,建议采用成分设计方法。

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  • 来源
    《Journal of Materials Science》 |2011年第15期|p.5097-5103|共7页
  • 作者单位

    Institute for Structural Materials, Central Iron and Steel Research Institute, No. 76 Xueyuan Nanlu, Haidian District, Beijing, 100081, People’s Republic of China;

    Institute for Structural Materials, Central Iron and Steel Research Institute, No. 76 Xueyuan Nanlu, Haidian District, Beijing, 100081, People’s Republic of China;

    Shenzhen Institute, Peking University, Shenzhen, 518057, China;

    Institute for Structural Materials, Central Iron and Steel Research Institute, No. 76 Xueyuan Nanlu, Haidian District, Beijing, 100081, People’s Republic of China;

    Institute for Structural Materials, Central Iron and Steel Research Institute, No. 76 Xueyuan Nanlu, Haidian District, Beijing, 100081, People’s Republic of China;

    Institute for Structural Materials, Central Iron and Steel Research Institute, No. 76 Xueyuan Nanlu, Haidian District, Beijing, 100081, People’s Republic of China;

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