The purpose of this paper is to investigate the effect of variable amplitude service loading conditions and wear phenomenon on reliability analysis for rail steel. For this purpose, the rail with the exact geometry of the profile in the railway systems and the boundary element method has been used. Also, the geometry correction functions of the five cracks, as a function of a crack size are determined by using nonlinear regression analysis estimating the statistical descriptors of the five geometry correction functions. Fatigue reliability is evaluated for each failure mode due to multiple site fatigue cracks propagation in rail steel. © 2021 Elsevier Lt
The risk for initiation of fatigue cracks in the rail head and web in the weld zone of a rail is stu...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The propagation of fatigue cracks in a welded railway rail is studied for a heavy haul load case. Th...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
The propagation of fatigue cracks in a welded railway rail is studied for a heavy haul load case. Th...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
AbstractThe fatigue behaviour of cracks at the foot region of a rail subjected to bending load has b...
In the railway industry, fatigue crack growth is one of the most common failure found. This may lead...
The risk for initiation of fatigue cracks in the rail head and web in the weld zone of a rail is stu...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The risk for initiation of fatigue cracks in the rail head and web in the weld zone of a rail is stu...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The propagation of fatigue cracks in a welded railway rail is studied for a heavy haul load case. Th...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
The propagation of fatigue cracks in a welded railway rail is studied for a heavy haul load case. Th...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
Railway axles, though designed for infinite life, are subject to failure due to various types of sur...
AbstractThe fatigue behaviour of cracks at the foot region of a rail subjected to bending load has b...
In the railway industry, fatigue crack growth is one of the most common failure found. This may lead...
The risk for initiation of fatigue cracks in the rail head and web in the weld zone of a rail is stu...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The risk for initiation of fatigue cracks in the rail head and web in the weld zone of a rail is stu...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...
The fatigue behaviour of cracks at the foot region of a rail subjected to bending load has been inve...