Abstract:The rail of seamless track may break and form a broken gap at the weld and its heat affected zone under temperature force. In order to study the influence of rail broken gap on train operation,the wheel-rail contact force characteristics and the high-frequency dynamic response of the material is analyzed. First,the ANSYS/LSDYNA three-dimensional wheel-rail transient rolling contact finite element model was established;then,according to the time-domain response of wheel-rail forces at different speeds,the appropriate calculation conditions are selected,and the safety issue in the case of the wheel crossing the broken gap is analyzed by calculating the wheel-rail contact force and the high-frequency dynamic response of the material;finally,when the wheel crosses the gap,the frequency-domain distribution of the wheel-rail force is obtained by wavelet transform. The results show that the peak value of the high-frequency impact force decreases at first and then increases as the length of the rail broken gap increases. The length of the broken gap at the turning point is inversely correlated to the train speed;when the wheel passes through the gap,the maximum shear stress of the rail exceeds the material failure limit,which may cause the brittle fracture of the rail material;there are two special frequency components in the time-frequency diagram of the wheel-rail force,which respectively correspond to the high-frequency impact load (about 1 500 Hz) and secondary impact load (about 450 Hz);the gap length has little effect on the frequency-domain distribution of the wheel-rail force.
杨荣山. 钢轨接头应力的有限元分析[J]. 西南交通大学报,2003,38(3): 314-317YANG Rongshan. Finite element analysis of stress in rail Joint[J]. Journal of Southwest Jiaotong University, 2003, 38(3): 314-317
[2]
WEN Zefeng, JIN Xuesong, ZHANG Weihua. Contact-impact stress analysis of rail joint region using the dynamic finite element method[J]. Wear, 2005, 258(7): 1301-1309
[3]
郭俊,温泽峰,金学松,等. 钢轨三维弹塑性滚动接触应力[J]. 西南交通大学学报,2007,42(3): 262-268GUO Jun, WEN Zefeng, JIN Xuesong, et al. Three-dimensional elastic-plastic rolling contact stresses in rail[J]. Journal of Southwest Jiaotong University, 2007, 42(3): 262-268
[4]
JENKINS H H, STEPHENSON J E, CLAYTON G A, et al. The effect of track and vehicle parameters on wheel/rail vertical dynamic loads[J]. Railway Engineering Journal, 1974, 3(1): 2-16
[5]
练松良,刘富. 轨道刚度变化对轮轨冲击荷载的动力影响[J]. 同济大学学报(自然科学版),2002,30(4): 427-430LIAN Songliang, LIU Fu. Effect of track stiffness uneven on wheel/rail impact load[J]. Journal of Tongji University (Natural Science), 2002, 30(4): 427-430
[6]
蒋金洲,卢耀荣. 客运专线钢轨断缝允许值研究[J]. 中国铁道科学,2007,28(6): 25-29JIANG Jinzhou, LU Yaorong. Study on the allowable width of rail broken gap for passenger dedicated line[J]. China Railway Science, 2007, 28(6): 25-29
[7]
温泽峰,金学松,张卫华,等. 钢轨轨缝接触-冲击的有限元分析[J]. 摩擦学学报,2003,23(3): 240-244WEN Zefeng, JIN Xuesong, ZHANG Weihua, et al. Finite element analysis of contact-impact of wheel/rail at rail gap[J]. Tribology, 2003, 23(3): 240-244
[8]
李定清. 轮轨垂直相互动力作用及其动力响应[J]. 铁道学报,1987,9(1): 3-10LI Dingqing. Wheel/track vertical dynamic action and responses[J]. Journal of the China Railway Society, 1987, 9(1): 3-10
[9]
CAI Wu, WEN Zefeng, JIN Xuesong, et al. Dynamic stress analysis of rail joint with height difference defect using finite element method[J]. Engineering Failure Analysis, 2007, 14(8): 1488-1499
[10]
徐玉坡. 重载铁路加强型钢轨接头研究[J]. 中国铁道科学,2017,38(1): 22-28XU Yupo. Research on improved rail joint for heavy haul railway[J]. China Railway Science, 2017, 38(1): 22-28
[11]
赵鑫,温泽峰,王衡禹,等. 三维高速轮轨瞬态滚动接触有限元模型及其应用[J]. 机械工程学报,2013,49(18): 1-7ZHAO Xin, WEN Zefeng, WANG Hengyu, et al. 3D transient finite element model for high-speed wheel-rail rolling contact and its application[J]. Journal of Mechanical Engineering, 2013, 49(18): 1-7
田越,程育仁,刘学文. 高应变率下U71Mn轨钢动态力学性能研究[J]. 中国铁道科学,1992,13(2): 34-42TIAN Yue, CHENG Yuren, LIU Xuewen. Studys on the dynamic behavior of U71Mn rail steel under high strain rates[J]. China Railway Science, 1992, 13(2): 34-42