This paper presents a validated model of plastic strain accumulation in railway rail steel under repeated wheel-rail contact. Such contacts subject the rails to severe stresses, taking the material local to the contact beyond yield, and leading to the incremental accumulation of plastic deformation (ratheting) as wheels pass. This process is at the root of several rail wear and rolling contact fatigue crack growth mechanisms. Existing plasticity models are inadequate for modelling the strain accumulation taking place in this material, which is under high hydrostatic compression (of the order of 1 GPa) and is severely anisotropic. The model described here is based on a ratcheting law derived from small-scale twin-disc rolling-sliding contact...
Large shear strains develop in the near-surface region under the running band of railway rails. Roll...
A computer model, which simulates the ratcheting wear of a ductile material subject to repeated load...
A detailed finite element analysis (FEA) was carried out to present a stress analysis of an insulate...
A model of plastic strain accumulation, wear, and rolling contact fatigue (RCF) crack initiation in ...
Plastic ratcheting plays a key role in causing rolling contact failure of rails. Due to demanding co...
Rolling contact fatigue cracks often initiate in the highly deformed surface layer of railway rails....
Railway rails accumulate severe plastic deformation at the surface as a result of loading by passing...
Repeated wheel passes on rail can cause the accumulation of plastic strain in a thin subsurface laye...
Unidirectional plastic strain accumulation (ratcheting) is one of the main causes of surface crack n...
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
The paper presents a ratchetting model, based on the non-linear kinematic-isotropic hardening law of...
A quasistatic FE model for calculating plastic deformations of railway rails caused by rolling/slidi...
Block braked railway wheels are subjected to thermal and rolling contact loading. The thermal loadin...
A procedure for wheels and rails material characterization is still an open task in railway industr...
Railway wheel and rail materials are subjected to very high stresses and, in some cases, also elevat...
Large shear strains develop in the near-surface region under the running band of railway rails. Roll...
A computer model, which simulates the ratcheting wear of a ductile material subject to repeated load...
A detailed finite element analysis (FEA) was carried out to present a stress analysis of an insulate...
A model of plastic strain accumulation, wear, and rolling contact fatigue (RCF) crack initiation in ...
Plastic ratcheting plays a key role in causing rolling contact failure of rails. Due to demanding co...
Rolling contact fatigue cracks often initiate in the highly deformed surface layer of railway rails....
Railway rails accumulate severe plastic deformation at the surface as a result of loading by passing...
Repeated wheel passes on rail can cause the accumulation of plastic strain in a thin subsurface laye...
Unidirectional plastic strain accumulation (ratcheting) is one of the main causes of surface crack n...
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
The paper presents a ratchetting model, based on the non-linear kinematic-isotropic hardening law of...
A quasistatic FE model for calculating plastic deformations of railway rails caused by rolling/slidi...
Block braked railway wheels are subjected to thermal and rolling contact loading. The thermal loadin...
A procedure for wheels and rails material characterization is still an open task in railway industr...
Railway wheel and rail materials are subjected to very high stresses and, in some cases, also elevat...
Large shear strains develop in the near-surface region under the running band of railway rails. Roll...
A computer model, which simulates the ratcheting wear of a ductile material subject to repeated load...
A detailed finite element analysis (FEA) was carried out to present a stress analysis of an insulate...