Metal fatigue causes failure
of structural elements. This fatigue can be a result of over-stress, and the
1842 Versailles train crash was attributed to metal fatigue in one of the axles
of the engine.
Metal fatigue is quite often
caused by repeated stress cycles. Rail axles are vital structural elements that
endure the repeated stresses of rotation and transmission of vertical loads
that they have to carry. They are therefore prime candidates for failure due to
fatigue, and it is this metal fatigue that caused the May 1842 Versailles train
crash. A locomotive engineer, Joseph Locke, was a witness to the accident, and
his report on the accident led to a number of engineers joining in the
discussion of the reasons for the calamity. This led to William Rankine
investigating broken axles, and he was among the first to suggest the mechanism
of the growth of cracks that lead to stress concentration and consequent
failures.
Repeated loading and unloading
on metal elements, above a certain threshold, causes metal surfaces to exhibit
microscopic cracks. The continued application of loads and the resultant stress
causes the cracks to reach a critical size, which then causes the metal element
to fracture.
Besides the cyclic state of
stress, the geometry of a cross section can also lead to the buildup of stress in certain areas, which then induces
the fracture. Other stresses can come from surface quality where roughness
plays a part by allowing stress concentrations. The fatigue life of a metal is
also dependent on its material composition or from residual stresses that are
built into the metal component from the casting, cutting, welding, machining,
forging, and other manufacturing processes that the component is subjected to.
Casting can induce certain internal defects like porosity that have a bearing
on the strength of the material and its behavior during
repeated stress cycles. The grain size of the metal can also affect fatigue
life, with smaller grain sizes encouraging longer lives.
The external factors that
contribute to metal fatigue can include high temperatures and environmental
conditions that cause deterioration or corrosion. The direction of the loading
can also be a factor in the development of fatigue, although this is generally
taken care of by the geometry factor, which designers take into consideration.
It was only in the early 1900s
that investigations were started into the mechanisms that cause metal fatigue.
Ewing and Humphrey in 1903 concluded that metal fatigue is exhibited by damage shown on the
surface of the metal. A slip line is the plane formed in any
material that indicates the area that is under maximum stress, which can exceed
the strength of the material. In a ductile material like rail axles, rails, or
other structural components, such bands of slip lines form on the surface when
the component is subjected to fatigue loading. These slip lines eventually
become cracks. The depth of the crack continues to increase while being
subjected to continued stress, and this ultimately leads to complete failure of
the component.
There is only a single point
of contact between the rails and the wheels of railway carriages and engines.
This leads to very large loads being carried by very small areas and causes excessive
stresses that are normally much higher than the yield stress of the material.
These stresses are repeated while the wheels continue to go over the rails, and
this leads to the ductility of the material that forms the contact area to be
exhausted. Once this happens, cracks start forming and lead to fatigue.
Railway engineers have tried
to solve this problem by defining a life-span limit for most rail system
components, whether they be rails, axles, or other parts. So even though the
railways are considered a permanent system, their components have to be
replaced with new ones once the life cycle has been completed.
The significant areas where
fatigue failures occur are those normally adjacent to the wheel and rail
interface, so this is where wheels, rails, and rail joints are most at risk.
Improving technology has led to the reduction of rail joints by forming long
rails without joints. Other areas in the system are affected by the forces that
are generated because of the interface between the rails and the wheels. The
main culprits here are the axles and wheels, which bear most of the load, but
other things like bearings, gearboxes, and suspension components can also be
affected and cause fatigue failure. External elements in a railway system that
can result in fatigue failure are bridges, which again are subjected to
repeated stress and cycles of loading and unloading.
Metallurgy has played a very
important role in the development of railways, especially in the type of rails
now being used. Other technological developments that have led to safer rail
travel are magnetic levitation systems which reduce or eliminate contact
between wheels and rails. It is this contact that causes the maximum stress on
railway structures.