In order to analyze the material state in the rail surface layer during service, R260 rail steel has been subjected to large shear strains. The evolution of the yield surface at different amounts of predeformation, corresponding to different depths in the railhead, has been characterized. As expected, it is found that the size of the yield surface and the degree of anisotropy increase with the amount of predeformation. However, the major changes occur already after the first of six predeformation cycles, indicating that the yield surface is anisotropic several millimeters into the railhead
One of the main sources of damage caused by Rolling Contact Fatigue (RCF) inrailway components is th...
International audienceThe formation of a white etching layer (WEL), a very hard and brittle phase on...
The microstructure evolution and properties variation of the surface layer of rail steel after passe...
The large deformations occurring in the surface layer of rail heads strongly influence the material ...
Pearlitic steels are commonly used for railway rails because they combine good strength and wear pro...
Large shear strains develop in the near-surface region under the running band of railway rails. Roll...
Rolling contact fatigue cracks often initiate in the highly deformed surface layer of railway rails....
Large shear strains accumulate in the near-surface region under the running band of railway rails. I...
In a pearlitic structure, large deformations lead to a re-orientation and alignment of cementite lam...
In rails and wheels subjected to severe rolling/sliding contact, large plastic deformations accumula...
Large-scale advanced high strength steel (AHSS) sheet specimens were deformed in uniaxial tension, u...
True stress-strain curve of railhead steel is required to investigate the behaviour of railhead unde...
True stress-strain curve of railhead steel is required to investigate the behaviour of railhead unde...
MasterNon-linear strain path experiments give a unique outlook on how the material deforms. This the...
The mechanism of White Etching Layers (WELs) formation via severe plastic deformation was examined. ...
One of the main sources of damage caused by Rolling Contact Fatigue (RCF) inrailway components is th...
International audienceThe formation of a white etching layer (WEL), a very hard and brittle phase on...
The microstructure evolution and properties variation of the surface layer of rail steel after passe...
The large deformations occurring in the surface layer of rail heads strongly influence the material ...
Pearlitic steels are commonly used for railway rails because they combine good strength and wear pro...
Large shear strains develop in the near-surface region under the running band of railway rails. Roll...
Rolling contact fatigue cracks often initiate in the highly deformed surface layer of railway rails....
Large shear strains accumulate in the near-surface region under the running band of railway rails. I...
In a pearlitic structure, large deformations lead to a re-orientation and alignment of cementite lam...
In rails and wheels subjected to severe rolling/sliding contact, large plastic deformations accumula...
Large-scale advanced high strength steel (AHSS) sheet specimens were deformed in uniaxial tension, u...
True stress-strain curve of railhead steel is required to investigate the behaviour of railhead unde...
True stress-strain curve of railhead steel is required to investigate the behaviour of railhead unde...
MasterNon-linear strain path experiments give a unique outlook on how the material deforms. This the...
The mechanism of White Etching Layers (WELs) formation via severe plastic deformation was examined. ...
One of the main sources of damage caused by Rolling Contact Fatigue (RCF) inrailway components is th...
International audienceThe formation of a white etching layer (WEL), a very hard and brittle phase on...
The microstructure evolution and properties variation of the surface layer of rail steel after passe...