CAJ | 학술논문

目的：研究钢轨表面裂纹的扩展方向。方法采用有限元分析软件ANSYS,在不同轴重和不同角度裂纹的工况下,获得不同裂纹位置的应力强度因子。结果裂纹在接触斑边缘的位置时,应力强度因子K最大。随着轴重的增加,应力强度因子KI 和KII均增大；随着裂纹角度的增加,KI 增加,而KII减小。当裂纹角度为60°时,其等效应力强度因子幅值△Kef最大。结论钢轨表面的裂纹在扩展初期,以斜裂纹为主,扩展角度趋向于60°。
목적：연구강궤표면렬문적확전방향。방법채용유한원분석연건ANSYS,재불동축중화불동각도렬문적공황하,획득불동렬문위치적응력강도인자。결과렬문재접촉반변연적위치시,응력강도인자K최대。수착축중적증가,응력강도인자KI 화KII균증대；수착렬문각도적증가,KI 증가,이KII감소。당렬문각도위60°시,기등효응력강도인자폭치△Kef최대。결론강궤표면적렬문재확전초기,이사렬문위주,확전각도추향우60°。
Objective To analyze the propagation direction of rail surface crack. Methods The finite element method software ANSYS was used, and the stress intensity factors at the crack tip on rail surface were obtained for different locations of crack under conditions of different axle loads and crack angles. Results The stress intensity factor K was the maximum when the location of crack was at the edge of the contact area. The stress intensity factor KI and KI increased with the increase of axle load, while the stress intensity factor KI increased and KI decreased with the increase of crack angle. Conclusion The major rail surface crack was inclined crack at the initial stage of crack propagation and the propagation angle tended to be 60°.