Page 125 - 摩擦学学报2025年第5期
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第 5 期                    徐昆宇, 等: 3种珠光体钢轨焊接接头滚动磨损与损伤性能研究                                      759

                 Abstract: High-speed passenger transport and heavy haul freight transportation have gradually become the development
                 direction of railway transportation. As one of the weakest parts in the track structure, the damage of rail welded joints
                 increases rapidly, the cost of line maintenance increases greatly, and even affects the safety of train operation. The wear
                 and damage of rail welded joints are related to their microstructure. The microstructure and mechanical properties of
                 each region on the rail welded joints of three different pearlite materials were studied. In this study, the MJP-30A tester
                 was used to carry out rolling sliding wear experiments of the materials at the joints. This machine allowed two discs to
                 run against each other with controlled normal and tangential forces to simulate the rolling-sliding contact between wheel
                 and rail. The experiments were carried out under dry conditions and at the room temperature, and simulated axle load
                 was 25 t. The contact stress was calculated to be 1 215 MPa by Hertz contact theory. The wheel speed was 500 r/min, the
                 rail speed was 495 r/min, and the creep rate was 1%, and the number of cycles was 100 000 cycles. Each group was
                 repeated during the test. During the test, the wear and damage characteristics of the joints were studied from the aspects
                 the  hardness  values,  the  microstructure,  the  adhesion  coefficient,  the  wear  rate,  the  macro  morphology  of  the  wear
                 surface and the profile damage. The results showed that the fusion line in the center of the weld was a white bright area
                 under the optical microscope. As the carbon content of the three welded joints decreased, the pearlite lamellar spacing
                 increased, the content of pro-eutectoid ferrite increased, resulting in a decrease in hardness. The hardness of the three
                 welded  joints  was  low  at  the  center  of  the  weld,  the  microstructure  of  the  heat  affected  zone  was  refined,  and  the
                 hardness was increased. The wear rate decreased with the increase of average hardness, and the surface damage of the
                 weld zone was more serious than that of the heat affected zone. The surface damage at the rail weld was characterized by
                 large spalling. Compared with the weld zone, the surface cracks in the heat affected zone were short and the number
                 increased, mainly manifested as ratchet failure and slight peeling. The plastic deformation layer of the weld zone was
                 bigger than that of the heat affected zone, which was about 12%~15% thicker. The plastic deformation of rail 2# was the
                 most serious, and the thickness was 286 μm in the weld zone. In the heat affected zone, the thickness was 243 μm. The
                 fatigue cracks in the weld zone were characterized by multi-layer cracks, and different degrees of breakage occurred
                 inside the material. The heat affected zone showed short and shallow single cracks. The crack length and depth of the
                 weld zone awere larger than that of the heat affected zone, and the crack angle was smaller than that of the heat affected
                 zone. In the weld zone, the average crack length and crack depth of rail 2# were the biggest, reaching 317.1 μm and 23.6
                 μm,  respectively.  The  fatigue  crack  was  in  line  with  the  plastic  deformation.  With  the  increase  of  pearlite  lamellar
                 spacing, the damage degree of rail increased firstly and then decreased, and the crack angle decreased. With the increase
                 of pearlite lamellar spacing, the degree of rail damage increased sharply and then decreased slightly, and the crack angle
                 decreased. The pearlite lamellar spacing of rail 1# was the smallest and the damage degree was the smallest. The pearlite
                 lamellar spacing of rail 3# was bigger than that of rail 2#, but the damage degree was reduced. With the increase of the
                 interlayer spacing, the resistance of the crack in the rail decreased, which made it easier to expand, and it was also easier
                 to break and remove, so the wear rate increased and the damage was reduced. Based on the above results, it could be
                 found that the rolling wear and contact fatigue behavior of the welded and the heat affected zone of the welded joints of
                 different materials were consistent. The hardness of the welded center was lower than that of the heat affected zone, and
                 the damage and plastic deformation of the welded were more serious than that of the heat affected zone. The text results
                 could provide a theoretical basis for improving the welded process and improving the welded joint performance.
                 Key words: rail welded joint; microstructure; wear; plastic deformation; damage

                铁路运输逐渐向高速客运和重载货运发展,列车                          重,焊缝疲劳损伤的种类也越来越多,出现不同程度的
                                                        [1]
            运行速度和轴重的增加对轮轨关系的考验愈发严峻 .                           龟裂、压溃、剥离、侧磨和断裂等疲劳损伤                [5-7] . 丁韦等 [8]
            作为轨道线路的薄弱环节,钢轨焊接接头的安全稳定                            对重载线路钢轨焊接接头和母材的磨耗进行对比,发
                          [2]
            就显得尤为重要 . 在钢轨焊接过程中,因焊接热的影                          现接头处的磨耗与钢轨母材有密切关系,两者硬度差
                                                                                             [9]
            响造成材料不均匀,材料性能梯度变化,导致在运行                            异越大,接头处磨耗越严重. 陆鑫等 对断裂闪光焊接
            过程中轨道不平顺. 同时焊接可能存在缺陷,使钢轨                           头进行分析,发现断裂原因是循环载荷的作用,并在
                                                                                                     [10]
            在焊接接头处的损伤更为严重,影响列车运行的安全                            接头轨底脚处发现呈黑色的裂纹源. 许鑫等 对我国
            和舒适性    [3-4] .                                    部分铁路钢轨焊接接头断裂原因汇总分析,发现断裂
                经现场调查发现,钢轨焊接接头损伤问题日趋严                          起源多来自于轨底,大部分断裂均是焊接缺陷导致.
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