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...
International audienceThis wheel/rail contact study presents a combination of two complementary mech...
A three-dimensional finite element rolling contact model between wheel and rail with increased spin ...
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
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...
Appraisal of contact stresses, surface cracks, and plastic deformations in rails and wheels has alwa...
A quasistatic FE model for calculating plastic deformations of railway rails caused by rolling/slidi...
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...
Railway structures represent complex mechanical problems involving wave propagation, plastic deforma...
A three-dimensional finite element rolling contact model between wheel and rail with increased spin ...
International audienceThis wheel/rail contact study presents a combination of two complementary mech...
A three-dimensional finite element rolling contact model between wheel and rail with increased spin ...
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...
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...
Appraisal of contact stresses, surface cracks, and plastic deformations in rails and wheels has alwa...
A quasistatic FE model for calculating plastic deformations of railway rails caused by rolling/slidi...
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...
Railway structures represent complex mechanical problems involving wave propagation, plastic deforma...
A three-dimensional finite element rolling contact model between wheel and rail with increased spin ...
International audienceThis wheel/rail contact study presents a combination of two complementary mech...
A three-dimensional finite element rolling contact model between wheel and rail with increased spin ...
Railhead is perhaps the highest stressed civil infrastructure due to the passage of heavily loaded w...