International audienceA method is described which is an extension of rolling contact models with respect to plasticity. This new method, which is an extension of the STRIPES semi-Hertzian (SH) model, has been implemented in a multi-body-system (MBS) package and does not result in a longer execution time than the STRIPES SH model. High speed of computation is obtained by some hypotheses about the plastic law, the shape of stresses, the locus of the maximum stress and the slip. Plasticity does not change the vehicle behaviour but there is a need for an extension of rolling contact models with respect to plasticity as far as fatigue analysis of rail is concerned: rolling contact fatigue may be addressed via the finite element method (FEM) incl...
Abstract A three-dimensional elastic-plastic finite element analysis (FEA) is carried out to estimat...
aand heavier load in service. Currently, the locomotive wheel/rail adhesion levels are nearing 50 pe...
Repeated wheel passes on rail can cause the accumulation of plastic strain in a thin subsurface laye...
Multi-body-system (MBS) simulation is widely used in the railway industry. One of its major topics i...
This study presents the rail wheel contact problems under normal and tangential categories. Both ana...
A quasistatic FE model for calculating plastic deformations of railway rails caused by rolling/slidi...
Appraisal of contact stresses, surface cracks, and plastic deformations in rails and wheels has alwa...
The wheel-rail contact is at the core of all research related to vehicle-track interaction. This tin...
A metamodel considering material plasticity is presented for computationally efficient prediction of...
A three-dimensional finite element rolling contact model between wheel and rail with increased spin ...
Transfer of the load from the wheels on the rail occurs at a very small area compared with the size ...
Railway structures represent complex mechanical problems involving wave propagation, plastic deforma...
Railroad wheels fail in two main modes: rolling surface defects like spalling, shelling and wear, an...
International audienceThis wheel/rail contact study presents a combination of two complementary mech...
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
Abstract A three-dimensional elastic-plastic finite element analysis (FEA) is carried out to estimat...
aand heavier load in service. Currently, the locomotive wheel/rail adhesion levels are nearing 50 pe...
Repeated wheel passes on rail can cause the accumulation of plastic strain in a thin subsurface laye...
Multi-body-system (MBS) simulation is widely used in the railway industry. One of its major topics i...
This study presents the rail wheel contact problems under normal and tangential categories. Both ana...
A quasistatic FE model for calculating plastic deformations of railway rails caused by rolling/slidi...
Appraisal of contact stresses, surface cracks, and plastic deformations in rails and wheels has alwa...
The wheel-rail contact is at the core of all research related to vehicle-track interaction. This tin...
A metamodel considering material plasticity is presented for computationally efficient prediction of...
A three-dimensional finite element rolling contact model between wheel and rail with increased spin ...
Transfer of the load from the wheels on the rail occurs at a very small area compared with the size ...
Railway structures represent complex mechanical problems involving wave propagation, plastic deforma...
Railroad wheels fail in two main modes: rolling surface defects like spalling, shelling and wear, an...
International audienceThis wheel/rail contact study presents a combination of two complementary mech...
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
Abstract A three-dimensional elastic-plastic finite element analysis (FEA) is carried out to estimat...
aand heavier load in service. Currently, the locomotive wheel/rail adhesion levels are nearing 50 pe...
Repeated wheel passes on rail can cause the accumulation of plastic strain in a thin subsurface laye...