首页|多夹杂物对重载铁路钢轨疲劳寿命的影响

多夹杂物对重载铁路钢轨疲劳寿命的影响

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非金属夹杂物容易引起钢轨疲劳损伤,为了探究非金属夹杂物特征参数对重载钢轨疲劳性能的影响规律,文中采用ABAQUS有限元软件建立重载钢轨分析模型,对外载荷作用下含夹杂物钢轨的应力状态进行仿真计算,通过FE-SAFE疲劳仿真软件对含多夹杂物钢轨进行疲劳寿命预测.结果表明:相比于软质塑性MnS夹杂物,硬质脆性A12O3夹杂物对钢轨最大应力的影响更大;夹杂物位于钢轨的高应力区时,在外部载荷作用下,曲线段钢轨的最大应力大于直线段钢轨的最大应力;相邻夹杂物相距临界距离时,多夹杂物水平分布时比其垂向分布时对钢轨应力的影响更大,且随着相邻夹杂物距离变小,钢轨基体的最大应力变小;相邻多夹杂物会使钢轨疲劳寿命骤减,含4个相邻夹杂物的钢轨比含2个夹杂物钢轨的疲劳寿命短.
Effect of multiple inclusions on heavy-duty railroad rail's fatigue life
Non-metallic inclusions can easily cause fatigue damage.In this article,in order to explore the influence of the non-metallic inclusions'characteristic parameters on the heavy-duty rail's fatigue performance,the ABAQUS finite-element soft-ware is used to set up the analytical model of the heavy-duty rail;efforts are made to simulate the stress state of the rail containing inclusions with the external load and predict the fatigue life of the rail containing multiple inclusions with the help of the FE-SAFE fatigue simulation software.The results show that compared with those soft plastic MnS inclusions,the hard brittle Al203 inclu-sions have a greater effect on the rail's maximum stress;when the inclusions are located at the high stress area of the rail,the maximum stress exerted on the curve-section rail is greater than the maximum stress exerted on the straight-section rail with the external load;when the adjacent inclusions are at a critical distance from each other,the horizontal distribution of multiple inclu-sions has a greater effect on the stress exerted on the rail than the vertical distribution,and as the distance between adjacent inclu-sions becomes smaller,the maximum stress exerted on the rail matrix also becomes smaller;multiple adjacent inclusions cause a sudden decrease in the rail's fatigue life,and the rail containing four adjacent inclusions has a shorter fatigue life than the rail containing two inclusions.

rail inclusionsinclusions materialcurve-section railfatigue life

彭启钰、张骞、石彤、刘衍璋、李文斌

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青岛大学机电工程学院,山东青岛 266071

中车青岛四方机车车辆股份有限公司高速列车系统集成国家工程实验室,山东青岛 266111

中国铁道科学研究院集团有限公司金属及化学研究所,北京 100081

钢轨夹杂物 夹杂物材料 曲线段钢轨 疲劳寿命

国家重点研发计划项目山东省自然科学基金资助项目中国铁道科学研究院集团有限公司科技研究开发计划项目

2021YFB2601000ZR2019PEE0112020YJ068

2024

机械设计
中国机械工程学会,天津市机械工程学会,天津市机电工业科技信息研究所

机械设计

CSTPCD北大核心
影响因子:0.638
ISSN:1001-2354
年,卷(期):2024.41(3)
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