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On
17 October 2000, a GNER passenger train was derailed at Hatfield
with the loss of four lives. In the early part of the investigation
it was seen that one of the rails was broken. Visual examination
of the rail showed the presence of a slow growing crack, starting
from the surface where the rail and wheel are in contact,
and a final failure area that was brittle. The slow growing
crack showed signs of long-term exposure to air, whilst the
final fracture was comparatively bright and shiny. Thus the
problem, denoted gauge corner cracking, was essentially one
of fracture mechanics.
Firstly, cracks are much more difficult to initiate than they
are to propagate. This means that if a crack is large enough
to be seen by visual inspection its rate of crack growth will
be much greater than in its earlier life, when it is very
small and unable to be located by visual inspection. It is
known that:
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crack propagation becomes faster with increasing stress
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crack propagation becomes faster with increasing crack size
-
final crack size before brittle fracture will be a function
of applied stress, with large applied stresses producing
a small final crack size and exact steel used in the rail.
Thus the life of the rail will be largely controlled by the
applied stress with large applied stresses producing short
life rails. Clearly the inspection interval of the rails must
be substantially shorter than the expected time that a crack
will take to grow from being just visible to being of such
a size that it will break in brittle fracture.
The applied stress will be a function of many factors, including
the exact geometry of the wheel and rail, the lubrication
between wheel and rail, the mass and velocity of the trains
and the radius of curvature of the track. Deterioration of
the track can be by wear, as well as cracking, and it may
well be that when track is steadily worn that any small cracks
are ground out before they become fast-growing long cracks.
Further reading
Grassie S L: International Rail Journal, January 2001,
to be found at: http://www.railjournal.com/2001-01/grassie.html
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