This paper presents a strategy to predict the lifetime of rails subjected to large rolling contact loads that induce ratchetting strains in the rail head. A critical element concept is used to calculate the number of loading cycles needed for crack initiation to occur in the rail head surface. In this technique the finite element method (FEM) is used to determine the maximum equivalent ratchetting strain per load cycle, which is calculated by combining longitudinal and shear stains in the critical element. This technique builds on a previously developed critical plane concept that has been used to calculate the number of cycles to crack initiation in rolling contact fatigue under ratchetting failure conditions. The critical element concept ...
In the railway trade, fatigue crack growth continues to be prevailing failures found on rails which ...
Specific numerical methods for the computational analysis of damage induced in rail by repeated roll...
This paper presents a validated model of plastic strain accumulation in railway rail steel under rep...
This paper presents a strategy to predict the lifetime of rails subjected to large rolling contact l...
Increased traffic density and the heavier axle loads of modern trains have led to severe problems wi...
A model of plastic strain accumulation, wear, and rolling contact fatigue (RCF) crack initiation in ...
In finite element (FE) simulations of a twin disc test of a wheel/rail contact, fatigue crack initia...
Insulated Rail Joints (IRJs) are designed to electrically isolate two rails in rail tracks to contro...
In the present paper, a numerical procedure for surface crack initiation analysis based on the criti...
The current study introduced a numerical procedure to study fatigue crack initiation life in railhea...
A detailed finite element analysis (FEA) was carried out to present a stress analysis of an insulate...
Railway rails accumulate severe plastic deformation at the surface as a result of loading by passing...
The ratcheting performance of heavy haul rails in curved tracks under different in-service loading c...
Insulated rail joints (IRJs) are the most important structural link in a railway track for electrica...
The substantial similarity of fatigue mechanism in a new test rig for rolling contact fatigue (RCF) ...
In the railway trade, fatigue crack growth continues to be prevailing failures found on rails which ...
Specific numerical methods for the computational analysis of damage induced in rail by repeated roll...
This paper presents a validated model of plastic strain accumulation in railway rail steel under rep...
This paper presents a strategy to predict the lifetime of rails subjected to large rolling contact l...
Increased traffic density and the heavier axle loads of modern trains have led to severe problems wi...
A model of plastic strain accumulation, wear, and rolling contact fatigue (RCF) crack initiation in ...
In finite element (FE) simulations of a twin disc test of a wheel/rail contact, fatigue crack initia...
Insulated Rail Joints (IRJs) are designed to electrically isolate two rails in rail tracks to contro...
In the present paper, a numerical procedure for surface crack initiation analysis based on the criti...
The current study introduced a numerical procedure to study fatigue crack initiation life in railhea...
A detailed finite element analysis (FEA) was carried out to present a stress analysis of an insulate...
Railway rails accumulate severe plastic deformation at the surface as a result of loading by passing...
The ratcheting performance of heavy haul rails in curved tracks under different in-service loading c...
Insulated rail joints (IRJs) are the most important structural link in a railway track for electrica...
The substantial similarity of fatigue mechanism in a new test rig for rolling contact fatigue (RCF) ...
In the railway trade, fatigue crack growth continues to be prevailing failures found on rails which ...
Specific numerical methods for the computational analysis of damage induced in rail by repeated roll...
This paper presents a validated model of plastic strain accumulation in railway rail steel under rep...