[Abstract]: In his 'Contact Mechanics' book, Professor K. L. Johnson described an analytical lower bound shakedown approach to predict the shakedown load limit and the associated residual stress distribution of a continuum under repeated moving surface loads. Based on Bleich-Melan shakedown theorem, this problem will be revisited in this paper using finite element techniques and mathematical programming. Numerical results are presented in a form of dimensionless shakedown limits and the associated residual stress distributions are investigated for both rolling and sliding cases. The current numerical procedure can be used to solve for the shakedown limit load and the associated developed residual stresses of complex structures subjected t...
In recent years, shakedown theory has been suggested as a more rational theoretical foundation for p...
There is a range of problems where repeated rolling or sliding contact occurs. For such problems sha...
AbstractShakedown theory is often used to analyze the plastic behaviors of structures subjected to v...
A method able to compute the residual stresses caused by two-dimensional rolling and sliding contact...
The effect of repeated surface friction on the shakedown limits for an isotropic, homogeneous Tresca...
Research Doctorate - Doctor of Philosophy (PhD)Failure of pavements associated with moving repeated ...
Shakedown theory can distinguish different long-term behaviours of elastic-plastic structures subjec...
AbstractIn this paper, shakedown of a cohesive-frictional half space subjected to moving surface loa...
Most tribological pairs carry their service load not just once but for a very large number of repeat...
This paper has been prepared in memory of Professor Scott Sloan. It first presents a brief review of...
A vector of residual forces of the ideally elastic-plastic structure at shakedown is obtained by sol...
Knowledge of residual stresses is crucial in rolling contact fatigue, particularly when high cycle f...
An understanding of the load bearing capacity of road pavements requires insight into the load level...
An understanding of the load bearing capacity of road pavements requires insight into the load level...
The work presented is concerned with the implementation and exploitation of an iterative non-linear ...
In recent years, shakedown theory has been suggested as a more rational theoretical foundation for p...
There is a range of problems where repeated rolling or sliding contact occurs. For such problems sha...
AbstractShakedown theory is often used to analyze the plastic behaviors of structures subjected to v...
A method able to compute the residual stresses caused by two-dimensional rolling and sliding contact...
The effect of repeated surface friction on the shakedown limits for an isotropic, homogeneous Tresca...
Research Doctorate - Doctor of Philosophy (PhD)Failure of pavements associated with moving repeated ...
Shakedown theory can distinguish different long-term behaviours of elastic-plastic structures subjec...
AbstractIn this paper, shakedown of a cohesive-frictional half space subjected to moving surface loa...
Most tribological pairs carry their service load not just once but for a very large number of repeat...
This paper has been prepared in memory of Professor Scott Sloan. It first presents a brief review of...
A vector of residual forces of the ideally elastic-plastic structure at shakedown is obtained by sol...
Knowledge of residual stresses is crucial in rolling contact fatigue, particularly when high cycle f...
An understanding of the load bearing capacity of road pavements requires insight into the load level...
An understanding of the load bearing capacity of road pavements requires insight into the load level...
The work presented is concerned with the implementation and exploitation of an iterative non-linear ...
In recent years, shakedown theory has been suggested as a more rational theoretical foundation for p...
There is a range of problems where repeated rolling or sliding contact occurs. For such problems sha...
AbstractShakedown theory is often used to analyze the plastic behaviors of structures subjected to v...