The 糖心产精国品免费入口*完整版, crack morphology and microstructure of U71Mn steel rail 糖心产精国品免费入口*完整版 after service were tested and observed by 糖心产精国品免费入口*完整版 tester, profilometer, optical microscope and scanning electron microscope. The damage behavior in different regions of the joint was analyzed. The results show that the depressions were located at 30-50 mm away from the joint center on both sides, and their positions were consistent with the softening zones in the joint. The 糖心产精国品免费入口*完整版 of the joint increased because of wheel-rail contact, but the 糖心产精国品免费入口*完整版 of the softening zone was always lower than that of the base metal. According to morphology of 糖心产精国品免费入口*完整版, the joint was divided into four regions from the joint center to heat-affected zone on both sides: lamellar 糖心产精国品免费入口*完整版 area, partial 糖心产精国品免费入口*完整版 spheroidization area I, 糖心产精国品免费入口*完整版 spheroidization area and partial 糖心产精国品免费入口*完整版 spheroidization area Ⅱ. The softening zone was located in 糖心产精国品免费入口*完整版 spheroidization area. The depths of cracks and the expansion angles of crack tips in 糖心产精国品免费入口*完整版 spheroidization and partial 糖心产精国品免费入口*完整版 spheroidization areas were relatively large, because of the relative small resistance of granular 糖心产精国品免费入口*完整版 to crack growth.
引用该论文:JIANG Wenjuan,WANG Wenjian,DING Haohao,GUO Jun,LIU Qiyue. Damage Behavior of U71Mn Steel Rail Gas Pressure Welded Joint[J]. Materials for mechancial engineering, 2021, 45(2): 43~48 糖心产精国品免费入口*完整版,糖心产精国品免费入口*完整版,糖心产精国品免费入口*完整版,糖心产精国品免费入口*完整版,糖心产精国品免费入口*完整版. 糖心产精国品免费入口*完整版糖心产精国品免费入口*完整版的损伤行为[J]. 机械工程材料, 2021, 45(2): 43~48
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【1】朱志明, 范开果, 潘际銮. 高速铁路钢轨焊接技术的发展与应用[J]. 焊接, 2013(5):5-10. ZHU Z M, FAN K G, PAN J L. Development and application of rail welding technology for high-speed railway[J].Welding & Joining, 2013(5):5-10.
【2】卢祖文. 高速铁路轨道技术综述[J]. 铁道工程学报, 2007(1):41-54. LU Z W. Overall comments on track technology of high-speed railway[J].Journal of Railway Engineering Society, 2007(1):41-54.
【3】FRANK N. New rail could solve rolling contact fatigue[J]. International Railway Journal and Rapid Transit Review, 2003, 43(5):49-50.
【4】郝世亮. 大秦万吨列车通道钢轨伤损发展分析及对策[J]. 中国铁路, 2004(12):30-33. HAO S L.Development analysis and countermeasures of rail injury of Daqin ten-thousand-ton train channel[J].Chinese Railways, 2004(12):30-33.
【5】袁昊. 城市铁路钢轨伤损状况分析及对策研究[J]. 铁道标准设计, 2005(12):22-24. YUAN H. Analysis and countermeasure research of rail injury of urban railway[J].Railway Standard Design, 2005(12):22-24.
【6】陈明鸣,车小莉,黄为,等.成昆线在线钢轨焊接接头断裂分析[J].电焊机,2004,34(10):46-48. CHEN M M, CHE X L, HUANG W, et al. Investigation on rail fracture of Chengdu-Kunming railway[J].Electric Welding Machine, 2004,34(10):46-48.
【7】王莹莹.钢轨闪光焊接头灰斑和微裂纹缺陷形成机理研究[D].北京:中国铁道科学研究院,2018. WANG Y Y. Research on formation mechanism of flat spots and micro-crack defects in rail welded joints[D]. Beijing:China Academy of Railway Sciences, 2018.
【8】KIM Y J,SCHWALBE K H. Numerical analyses of strength mis-match effect on local stresses for ideally plastic materials[J].Engineering Fracture Mechanics, 2004,71(7/8):1177-1199.
【9】邢丽贤.提速条件下钢轨伤损特点及钢轨伤损分类的研究[D].北京:中国铁道科学研究院,2008. XING L X.Research on defect characteristics and classification of higher speed rails[D].Beijing:China Academy of Railway Sciences, 2008.
【10】STEENBERGEN M M,ESVELD C. Relation between the geometry of rail welds and the dynamic wheel - rail response:Numerical simulations for measured welds[J].Proceedings of the Institution of Mechanical Engineers,Part F:Journal of Rail and Rapid Transit, 2006,220(4):409-423.
【11】邓永果,李伟,温泽峰,等.轮轨相互作用下钢轨焊接接头表面裂纹扩展分析[J].应用力学学报,2013,30(4):624-629. DENG Y G, LI W, WEN Z F, et al.Analysis of crack propagation on rail weld surface under wheel/rail interaction[J].Chinese Journal of Applied Mechanics, 2013,30(4):624-629.
【12】钟元. 重裁铁路用钢轨气压焊工艺研究[D]. 成都:西南交通大学, 2014. ZHON Y.Research on pneumatic welding technology of rail for recutting railway[D]. Chengdu:Southwest Jiaotong University, 2014.