The effect of initial rail surface irregularities on promoting further surface degradation is investi-gated. The study concerns rolling contact fatigue formation, in particular in the form of the so-calledsquats. The impact of surface irregularities in the form of dimples is quantified by peak magnitudesof dynamic contact stresses and contact forces. To this end simulations of two-dimensional (laterextended to three-dimensional) vertical dynamic vehicle–track interaction are employed. The mostinfluencing parameters are identified. It is shown that even very shallow dimples might have a largeimpact on local contact stresses. Peak magnitudes of contact forces and stresses due to the influenceof rail dimples are shown to exceed those due to ra...
<p>A methodology for the determination of a critical size of surface defects, above which RCF can in...
Railroad wheels fail in two main modes: rolling surface defects like spalling, shelling and wear, an...
Optimisation of railway track maintenance requires knowledge of how a deteriorated track geometry wi...
The effect of initial rail surface irregularities on promoting further surface degradation is invest...
Despite significant efforts throughout the last decades, the mechanisms behind the formation of squats...
Despite significant efforts, the mechanisms behind the formation of squats – a form of rolling conta...
The influence of rail and wheel corrugation on vertical and tractive forces is studied, in this pape...
A two-dimensional computational model for assessment of rolling contact fatigue induced by discrete ...
During life of railway vehicles, shape irregularities develop on wheels and rails because of wear. T...
Optimised maintenance of railway tracks requires knowledge of how a deteriorated track geometry will...
The paper investigates gradient effects, which relate to how highly stressed regions should be dealt...
In this study, a wheel-rail transient rolling contact model capable of accounting for the nonlinear ...
In most rail wheel contact cases, especially on curved rail tracks, additional stresses occur in the...
Transfer of the load from the wheels on the rail occurs at a very small area compared with the size ...
Abstract: A numerical procedure to integrate simulation of high-frequency dynamic train– track inter...
<p>A methodology for the determination of a critical size of surface defects, above which RCF can in...
Railroad wheels fail in two main modes: rolling surface defects like spalling, shelling and wear, an...
Optimisation of railway track maintenance requires knowledge of how a deteriorated track geometry wi...
The effect of initial rail surface irregularities on promoting further surface degradation is invest...
Despite significant efforts throughout the last decades, the mechanisms behind the formation of squats...
Despite significant efforts, the mechanisms behind the formation of squats – a form of rolling conta...
The influence of rail and wheel corrugation on vertical and tractive forces is studied, in this pape...
A two-dimensional computational model for assessment of rolling contact fatigue induced by discrete ...
During life of railway vehicles, shape irregularities develop on wheels and rails because of wear. T...
Optimised maintenance of railway tracks requires knowledge of how a deteriorated track geometry will...
The paper investigates gradient effects, which relate to how highly stressed regions should be dealt...
In this study, a wheel-rail transient rolling contact model capable of accounting for the nonlinear ...
In most rail wheel contact cases, especially on curved rail tracks, additional stresses occur in the...
Transfer of the load from the wheels on the rail occurs at a very small area compared with the size ...
Abstract: A numerical procedure to integrate simulation of high-frequency dynamic train– track inter...
<p>A methodology for the determination of a critical size of surface defects, above which RCF can in...
Railroad wheels fail in two main modes: rolling surface defects like spalling, shelling and wear, an...
Optimisation of railway track maintenance requires knowledge of how a deteriorated track geometry wi...