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Numerical simulation analysis in cooling temperature field and bending deformation after rolling of lO0-meter rail

机译:10米钢轨轧制后冷却温度场及弯曲变形的数值模拟分析

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The paper established U75V 100-meter rail 3-D transient non-liner finite element analysis model about U75V 100-meter rail by using the large-scale non-liner finite element analysis software ABAQUS.By analyzing the different positions in the section of the temperature variation,the changes of bending degree and the residual stress variation after the bending deformation have changed.Based on the 100-meter straight rail in natural cooling under the cooling process,simulation results showed that in the cooling process,deflection change with time mainly divided into four stages; In consideration of the friction effect,the fiat rail cold curve for its deformation among roughly fiat,the curve about either ends,the scope for bending is 18 meters,the maximal displacement is 1.88 meters while the fiat rail occured end colding.
机译:本文通过使用大型非线性有限元分析软件ABAQUS,建立了U75V 100米钢轨U75V 100米钢轨3D瞬态非线性有限元分析模型,通过分析截面中不同位置进行分析温度变化,弯曲程度的变化以及弯曲变形后的残余应力变化都发生了变化。基于冷却过程中自然冷却的100米直轨,模拟结果表明,在冷却过程中,挠度随时间变化主要是分为四个阶段;考虑到摩擦效果,菲亚特钢轨的冷变形曲线大致为菲亚特钢轨,其两端曲线,弯曲范围为18米,最大位移为1.88米,而菲亚特钢轨发生了端部冷弯。

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