Rail Wear
Due to the passage of moving loads and friction between the
rail and the wheel, the rail head gets worn out in the course of service. The
impact of moving loads, the effect of the forces of acceleration, deceleration,
and braking of wheels, the abrasion due to rail-wheel interaction, the effects
of weather conditions such as changes in temperature, snow, and rains, the
presence of materials such as sand, the standard of maintenance of the track,
and such allied factors cause considerable wear and tear of the vertical and
lateral planes of the rail head. Lateral wear occurs more on curves because of
the lateral thrust exerted on the outer rail by centrifugal force. A lot of the
metal of the rail head gets worn out, causing the weight of the rail to
decrease. This loss of weight of the rail section should not be such that the stresses
exceed their permissible values. When such a stage is reached, rail renewal is
called for.
In addition, the rail head should not wear to such
an extent that there is the possibility of a worn flange of the wheel hiting
the fish plate.
1
Type of Wear on Rails
A rail
may face wear and tear in the following positions:
(a) on top of
the rail head (vertical wear)
(b) on the
sides of the rail head (lateral wear)
(c) on the
ends of the rail (battering of rail ends)
Wear is more prominent at some special locations
of the track. These locations are normally the following:
(a) on sharp
curves, due to centrifugal forces
(b) on steep
gradients, due to the extra force applied by the engine
(c) on
approaches to railway stations, possibly due to acceleration and deceleration
(d) in
tunnels and coastal areas, due to humidity and weather effects
2
Measurement of Wear
Wear on
rails can be measured using any of the following methods.
(a) By
weighing the rail
(b) By
profiling the rail section with the help of lead strips
(c) By
profiling the rail section with the help of needles
(d) By using
special instruments designed to measure the profile of the rail and record it
simultaneously on graph paper
3
Methods to Reduce Wear
Based on field experience, some of the methods adopted to
reduce vertical wear and lateral wear on straight paths and curves are
indicated below.
(a) Better
maintenance of the track to ensure good packing as well as proper alignment and
use of the correct gauge
(b) Reduction
in the number of joints by welding
(c) Use of
heavier and higher UTS rails, which are more wear resistant
(d) Use of
bearing plates and proper adzing in case of wooden sleepers
(e) Lubricating
the gauge face of the outer rail in case of curves
(f) Providing
check rails in the case of sharp curves
(g) Interchanging
the inner and outer rails
(h) Changing
the rail by carrying out track renewal
4 Rail End Batter
The
hammering action of moving loads on rail joints batters the rail ends in due
course of time. Due to the impact of the blows, the contact surfaces between
the rails and sleepers also get worn out, the ballast at places where the
sleepers are
joined gets shaken up, the fish
bolts become loose, and all these factors further worsen the situation, thereby
increasing rail end batter.
Rail end batter is measured as
the difference between the height of the rail at the end and at a point 30 cm
away from the end. If the batter is up to 2 mm, it is classified 'average', and
if it is between 2 and 3 mm, it is classified as 'severe'. When rail end batter
is excessive and the rail is otherwise alright, the ends can be cropped and the
rail reused.
Rail lubricators are provided on sharp curves, where lateral wear is considerable. The function of lubricators is to oil the running face of the outer rail in order to reduce the friction. It has been noticed that this considerably reduces the wear, by up to 50%. There are many mechanical devices that can be attached to the wheels to provide such lubrication. In these mechanical arrangements, the wheels of moving trains normally cause the lubricant to flow on the side of the rail either by the action of the wheels pressing the plunger up and down or by ramps on account of the rails being depressed by wheels. Sometimes the movement of trains also cause lubricants to flow. Based on the principle of the plunger being pressed by moving wheels, P and M type lubricators have been provided on curves in some sections such as the 'Ghat section' of Central Railway and these are working very satisfactorily. For more details on wear, including limit of wear, Refer previous pages.
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