INVESTIGADORES
SCHVEZOV Carlos Enrique
congresos y reuniones científicas
Título:
Modelling the influence of the temperature on the subsurface deformation of a pin during a wear test
Autor/es:
M.R. ROSENBERGER ; E. FORLERER ; C. E. SCHVEZOV
Lugar:
Philadelphia
Reunión:
Conferencia; 18th International Conference on the Wear of Materials; 2011
Institución organizadora:
Wear of Materials, Inc and Elsevier
Resumen:
During the wear of an aluminium pin under dry
sliding it is normally observed a lot of material
plastically deformed and placed in the ending borders, forming the burr.
Several mechanisms were proposed to explain this deformation, like: a softening
due to the high flash temperature, a
generation of turbulent plastic deformation due to complex load distributions,
generation of pores and subsurface cracks grow. The subsurface deformation is important
when a tribolayer is formed on the worn surfaces.
The influence of the temperature on burr
deformation was studied using finite element analysis. A three-dimensional pin
was considered in the model, temperature dependent properties corresponding to
an A1100 aluminium alloy were assumed. Normal
and tangential loads were applied in the circular face of the pin simulating a test performed in a pin
on ring machine. An elasto-plastic model was employed with small deformation in
the plastic range.
The simulation was performed applying
different temperatures simulating different conditions of heat generation and
gradually increasing the tangential load.
A sudden deformation, the burr, was observed
when the tangential load achieves a well determined value defined as the
critical load. This critical load increases when the temperature diminishes.
The results of the model are
compared with experimental results performed on A1060 aluminium alloys
reinforced with 15 % alumina particles that generate a tribolayer. The
comparison shows little deviation
between predictions and experiments which may be attributed to the difference
of mechanical properties between the alloys. The results of the model are discussed an employed to calculate the collapse
load of the protecting tribolayer.