内蒙古科技大学材料与冶金学院,包头,014010
[ "陈林( 1963-),男,硕士(北京科技大学),教授,内蒙古科 技大学(本科)毕业,材料加工数值模拟及组织控制。王慧军(1988-),男,硕士研究生,钢轨淬火过程的组织性能控制。" ]
收稿:2016-08-29,
网络首发:2022-07-28,
纸质出版:2017-07-28
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陈林, 王慧军, 李泽远, 等. U75V钢60AT钢轨轧后空冷过程弯曲变形的演变[J]. 特殊钢, 2017,38(1):18-22.
陈林, 王慧军, 李泽远, et al. Evolution of Bending Deformation of U75V Steel 60AT Rail during Air-Cooling Process after Rolling[J]. Special Steel, 2017, 38(1): 18-22.
通过Gleeble-3500热模拟试验机测定了U75V钢(/%:0.75C
0.63Si
0.95Mn
0.025P
0.004S
0.26Cr
0.05V)的CCT相变曲线
利用DEFORM-3D有限元软件
通过建立60AT钢轨轧后空冷过程中温度场、组织转变计算模型
研究分析了60AT钢轨150~700 s轧后空冷过程中温度、组织对弯曲变形的影响。结果表明
60AT钢轨具有的大体表比轨腰对钢轨整体断面温度分布影响较大
钢轨空冷150 s时
60AT钢轨断面上还未发生相变
组织全部为奥氏体
随着温度的降低
空冷650 s时
钢轨断面基本上珠光体转变量为97.2%
同时
弯曲变形受组织转变影响较大
终冷时
钢轨在Y方向(侧弯)弯曲挠度-0.07 mm
即弯向轨底短边
在Z方向(正弯)弯曲挠度为0.228 mm
即弯向轨头
计算结果为钢轨矫直过程中的预弯提供参考。
The continuous cooling transformation ( CCT) curves of U75V steel (/% ; 0. 75C
0. 63Si
0. 95Mn
0. 025P
0. 004S
0. 26Cr
0. 05V) are measured by a Gleeble-3500 thermal simulation testing machine
and the calculated model for temperature field and structure transformation of 60AT rail during air-cooling process after rolling is established by using DEFORM-3D finite element software to study and analyze the effect of temperature and structure on bending deformation of 60AT rail during 150 ~700 s air-cooling process after rolling. Results show that the effect of great volume to surface- area ratio of rail waist of 60 AT rail on distribution of temperature at whole rail section is larger
with rail air-cooling for 150 s
there is no phase transformation at section of 60AT rail and the structure is all austenite
with temperature dropping i. e. air cooling for 650 s
the 97. 2 % austenite at rail section transfers to pearlite
besides the effect of structure transformation on bending deformation of rail is larger
at end air-cooling the bending deflection of rail in K-direction (lateral bending) is -0. 07 mm
i. e. the bending is toward rail bottom short edge
and the bending deflection of rail in Z-direction (positive bending) is 0. 228 mm
i. e. the bending is toward rail head. The calculation results are available for reference of pre-bending in rail straightening process.
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