合金元素Mo及轧制工艺对耐火钢筋组织及性能的影响

    Effect of Alloying Element Mo and Rolling Process on Microstructure and Properties of Fire Resistant Steel Bar

    • 摘要: 利用Gleeble-3800热模拟机研究了不同冷速及不同终冷温度下0.2Cr及0.1Cr-0.15Mo耐火钢筋的连续冷却相变行为,并分析常温及高温条件下耐火钢筋组织与性能的变化规律。结果表明:当终冷温度为900℃,冷速由2.0℃/s增加至20.0℃/s时,0.2Cr及0.1Cr-0.15Mo耐火钢筋马氏体+贝氏体比例均明显提升,室温屈服强度分别由390 MPa和429 MPa提升至665 MPa和1060 MPa,高温屈服强度分别由187 MPa和181 MPa提升至193 MPa和356 MPa,加入0.15% Mo可明显提升贝氏体组织比例及高温性能。当终冷温度由700℃增加至1100℃,冷速为1.0℃/s时,0.1Cr-0.15Mo耐火钢筋中铁素体比例先增加后减少,屈服强度由458 MPa先降低至401 MPa,随后升高至510 MPa。

       

      Abstract: Continuous cooling transformation(CCT) behavior of 0.2Cr and 0.1Cr-0.15Mo fire resistant steel bars under different cooling rates and final cooling temperatures was studied by using thermal simulator Gleeble-3800, and then evolution of structure and properties under room temperature and elevated temperature conditions was investigated.The results show that for 0.2Cr and 0.1Cr-0.15Mo fire resistant steel bars , when the final cooling temperature is 900 ℃, the the cooling rate increases from 2.0 ℃/s to 20.0 ℃/s, the proportion of martensite and bainite increases significantly, and correspondingly the yield strength at room temperature and elevated temperature increase from 390 MPa and 429 MPa to 665 MPa and 1060 MPa, 0.15%Mo can significantly improve the proportion of bainite and its performance at elevated temperature.For 0.1Cr-0.15Mo fire resistant steel bar, when the final cooling temperature increases from 700 ℃to 1100℃and cooling at 1.0 ℃/s, the proportion of ferrite increases firstly and then decreases, the yield strength decreases from 458 MPa to 401 MPa firstly and then increases to 510 MPa.

       

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