Three-Dimensional Elastic-Plastic Rolling Contact Stresses in Rail
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摘要: 用有限元法建立了钢轨三维弹塑性滚动接触计算模型,分析钢轨材料屈服强度对钢轨残余应力和应变的影响.模型中考虑了钢轨的几何形状和边界条件,通过在钢轨表面反复施加移动赫兹法向压力和切向力模拟车轮的反复滚动作用.结果表明:最大等效塑性应变和剪应变均发生在钢轨接触表面,此处易萌生裂纹;钢轨接触表面附近材料塑性变形流线趋势与现场观测到的裂纹方向一致;钢轨材料屈服强度越高,材料的累积塑性变形越小,钢轨的最大残余应力越接近于表面.Abstract: A three-dimensional elastic-plastic model of wheel-rail rolling contact was established by finite element method to investigate the effect of yield stress of rail material on residual stresses and strains in the rail.In the model,the geometry and boundary conditions of the rail were taken into account.Repeated wheel rolling and sliding were simulated by multiple translations of normal and tangential surface tractions with Hertz form across rail running surface.The results show that the maximum equivalent plastic strain and shear strain occur on the contact surface,where the cracks initiate easily.The plastic flow direction in the rail near the contact surface is consistent with that observed in the field.An increase in yield stress of rail materials leads to a decrease in residual deformation,and drives the location of the absolute values of the maximum residual stresses to the contact surface.
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金学松,张继业,温泽峰,等.轮轨滚动接触疲劳现象分析[J].机械强度,2002,24(2):250-257.JIN Xuesong,ZHANG Jiye,WEN Zefeng,et al.Overview of phenomena of rolling contact fatigue of wheel/rail[J].Journal of Mechanical Strength,2002,24(2):250-257.[2] 史密斯.钢轨滚动接触疲劳的进一步研究[J].中国铁道科学,2002,23(3):6-10.SMITH R A.Rolling contact fatigue of rails:what remains to be done?[J].China Railway Science,2002,23(3):6-10.[3] 刘学文,邹定强,邢丽贤,等.钢轨踏面斜裂纹伤损原因及对策的研究[J].中国铁道科学,2004,25(2):82-87.LIU Xuewen,ZOU Dingqiang,XING Lixian,et al.Causes of rail bead oblique crack and countermeasures[J].China Railway Science,2004,25(2):82-87.[4] JIANG Y,SEHITOGLU H.Rolling contact stress analysis with the application of a new plasticity model[J].Wear,1996,191(1-2):35-44.[5] XU B,JIANG Y.Elastic-plastic finite element analysis of partial slip rolling contact[J].ASME Journal of Tribology,2002,124(1):20-26.[6] WEN Z F,JIN X S,JIANG Y Y.Elastic-plastic finite element analysis of nonsteady state partial slip wheel-rail rolling contact[J].ASME Journal of Tribology,2005,127(4):713-721.[7] 江晓禹,金学松.考虑表面微观粗糙度的轮轨接触弹塑性分析[J].西南交通大学学报,2001,36(6):588-590.JIANG Xiaoyu,JIN Xuesong.Elastic-plastic analysis of contact problems of wheel/rail with surface micro-roughness[J].Journal of Southwest Jiaotong University,2001,36(6):588-590.[8] KULKARNI S M,HAHN G T,RUBIN C A,et al.Elastoplastic finite element analysis of repeated three-dimensional,elliptical rolling contact with rail wheel properties[J].ASME Journal of Tribology,1991,113(3):434-441.[9] JIANG Y,XU B,SEHITOGLU H.Three-dimensional elastic-plastic stress analysis of rolling contact[J].ASME Journal ofTribology,2002,124(4):699-708.[10] 金学松,温泽峰,张卫华.轮对运动状态对轮轨滚动接触应力的影响[J].工程力学,2004,21(1):165-173.JIN Xuesong,WEN Zefeng,ZHANG Weihua.Effect of wheelset motions on the rolling contact stresses of wheel and rail[J].Engineering Mechanics,2004,21(1):165-173.[11] 金学松,刘启跃.轮轨摩擦学[M].北京:中国铁道出版社,2004:51-57.[12] 温泽峰.钢轨波浪形磨损研究[D].成都:西南交通大学,2006.[13] 郭俊.轮轨滚动接触疲劳损伤机理研究[D].成都:西南交通大学,2007.[14] RINGSBERG J W,BJARNEHED H,JOHANSSON A,et al.Roiling contact fatigue of rails-finite element modelling of residual stresses,strains and crack initiation[J].J.Rail Rapid Transit,2000,214(1):7-19.[15] RINGSBERG J W.Cyclic ratcheting and failure of a pearlitic rail steel[J].Fatigue Fract.Engng Mater.Struct.,2000,23(9):747-758.
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