The stress state at the rail underhead radius (UHR) has been parametrically analysed in this paper under high axle load conditions. A finite element method (FEM) was used to undertake the analyses with respect to head wear (HW) and the operational/track support conditions. The wheel load was simulated as a Hertizan contact pressure applied to an elliptical patch to the rail head, assuming fully slipping conditions. The results reveal that the longitudinal tensile stress at the rail underhead radius is highly dependent on the rail head wear (HW), the wheel contact load eccentricity, and the L/V ration of lateral (L) to verical (V) loads. The magnitude of tension spike increases, as a result of an increase in the contact patch offset, the L/V...
The effect of the discontinuity of the rail ends and the presence of lower modulus insulation materi...
Railhead material becomes severely stressed due to localised cyclical wheel/rail contact loadings. T...
Wheel-rail rolling contact at railhead edge, such as a gap in an insulated rail joint, is a complex ...
An evaluation of the potential risk of fatigue damage at the rail underhead radius (UHR) due to the ...
The occurrence of tensile stresses in the underhead region as a result of localised vertical and lat...
Highly localized stresses generated at the gauge corner of the outer rail cause fatigue cracking. Th...
In most rail wheel contact cases, especially on curved rail tracks, additional stresses occur in the...
A rail can fail by either wear (loss of profile) or by rolling contact fatigue (RCF) (surface cracks...
Three-dimensional finite element analyses have been made of elastic contact stresses in a rail head....
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
Rails in high axle load, unit-train operations can withstand heavy wear without increased safety ris...
A finite element study has been made of subsurface rail/wheel contact stresses in a heavy-haul railw...
The goal of this research is to investigate the effects of axle load and train speed at rail joint. ...
The structural analysis and knowledge of the forces acting between the wheel and the rail, can give ...
Transfer of the load from the wheels on the rail occurs at a very small area compared with the size ...
The effect of the discontinuity of the rail ends and the presence of lower modulus insulation materi...
Railhead material becomes severely stressed due to localised cyclical wheel/rail contact loadings. T...
Wheel-rail rolling contact at railhead edge, such as a gap in an insulated rail joint, is a complex ...
An evaluation of the potential risk of fatigue damage at the rail underhead radius (UHR) due to the ...
The occurrence of tensile stresses in the underhead region as a result of localised vertical and lat...
Highly localized stresses generated at the gauge corner of the outer rail cause fatigue cracking. Th...
In most rail wheel contact cases, especially on curved rail tracks, additional stresses occur in the...
A rail can fail by either wear (loss of profile) or by rolling contact fatigue (RCF) (surface cracks...
Three-dimensional finite element analyses have been made of elastic contact stresses in a rail head....
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
Rails in high axle load, unit-train operations can withstand heavy wear without increased safety ris...
A finite element study has been made of subsurface rail/wheel contact stresses in a heavy-haul railw...
The goal of this research is to investigate the effects of axle load and train speed at rail joint. ...
The structural analysis and knowledge of the forces acting between the wheel and the rail, can give ...
Transfer of the load from the wheels on the rail occurs at a very small area compared with the size ...
The effect of the discontinuity of the rail ends and the presence of lower modulus insulation materi...
Railhead material becomes severely stressed due to localised cyclical wheel/rail contact loadings. T...
Wheel-rail rolling contact at railhead edge, such as a gap in an insulated rail joint, is a complex ...