Composite Materials for Railway Tracks

Material
Conventional materials (combination of elastic) used to manufacture the railway track are
being replaced by different composite materials like asphalt, carbon epoxy, glass epoxy, fiber
epoxy etc. Railway track made from these materials are called as ballastless track. These
composite materials possess high strength and load bearing capability compared to
conventional materials. These composite materials sometimes are also called as metal matrix
composites (MMCs). MMCs are the combination of the base material and reinforced small
size particles. These small size particles are nothing but the metal in powder form. Sometimes
concrete with aggregates is also used to make these ballastless.
Concrete
Concrete is generally made from Portland cement, aggregates, admixtures etc. Mostly utilized
cement is Portland cement which is made of silica, iron oxide, lime and alumina. Proportion
of these contents should be in accurate proportion otherwise it may result in disintegration of
cement. Some natural aggregates which come in concrete are basalt, granite etc. These
aggregates should be clean, inert & durable and should not have silica as availability of silica
may result in disintegration as stated above.
Epoxy
Epoxy is the end products of epoxy resins, these epoxy resins are also called as monomers or
prepolymers. Epoxy can be classified in various categories depending upon the type of
composite or material reinforced. They can be classified as carbon epoxy, glass epoxy fiber
epoxy etc. They can also be named as GFRP (glass fiber reinforced polymer), CFRP (carbon
fiber reinforced polymer) etc.
Nanocomposites
Some other nanocomposites can also be utilized to make ballastless track. These
nanocomposites are the powder of solid metal reinforced into the base material which also is
a metal. These nanocomposites can be aluminium oxide (Al2O3), silicon carbide (SiC), boron
carbide (B4C) etc. Advantages of these nanocomposites are that they are lighter in weight
compared with conventional materials like steel or iron. These nanocomposites have higher
mechanical, thermal and physical properties when compared with conventional materials
(Hangai, 2015; Jinnapat and Kennedy, 2011; Koizumi et al, 2011; Turan et al, 2012).
Mechanical properties of the materials
Table below shows some mathematical formulas to calculate some important properties like,
compressive strength, tensile strength, hardness, shear modulus and bulk modulus etc. These
all are the mechanical properties of the material. In the below mathematical formulas
subscript ‘s’ is for the base material while composite or reinforced material properties are
without any subscript.

Properties Open-cell type foam
Compressive strength σ c= ( 0.1−1.0 ) σ c ,s ( ρ
ρs ) 3
2
Tensile strength σ t ≈ ( 1.1−1.4 ) σ c
Bulk Modulus K ≈ 1.1 E
Shear Modulus G ≈ 3
8 E
Hardness H=σc (1+2 ρ
ρs )
Thermal properties of materials
Similar to mechanical properties thermal properties of these composite can also be calculated
using mathematical equation. They can be measured in two ways. In one way it can be
measured using density of the base material while in second way it can be measured for the
amount of composite reinforced into the base material using mathematical equations given by
well-known researchers (Garcia-Moreno et al, 2011; Granitzer and Rumpf, 2010; Güner,
Arıkan and Nebioglu, 2015)
In terms of density
In terms of density thermal properties can be using the mathematical equation given below
as,
k =k s ( ρ
ρs )q
In terms of reinforcement
There are wide verities of models given by researchers around the globe to calculate the
thermal properties of composite, but some well-known mathematical formulas are Hamilton
& Crosser model, Yu & Choi model, Maxwell model etc (Depczynski et al, 2016; Duarte and
Ferreira, 2016; Garcia-Avila and Rabiei, 2011; Kosti, 2014; Kosti and Malvi, 2018)
Maxwell model
k N =
[ ( k p +2 k s ) +2 φ ( k p−k s )
( k p +2 ks ) −φ ( k p−ks ) ] ks
Yu & Choi model
k N =
[ ( ke +2 ks ) +2 φ ( k e−ks ) ( 1+ β ) 3
( ke+2 k s ) −φ ( ke−k s ) ( 1+ β ) 3 ] k s

Hamilton & Crosser model
k N =
[ k p + ( n−1 ) ks + ( n−1 ) ( k p−ks ) φ
k p + ( n−1 ) k s− ( k p −k s ) φ ] ks
Where:
k Thermal conductivity
φ Amount of composite reinforced
p and s Composite and solid metal
β It is the thickness to radius ratio of composite
n Shape factor
Composite K (W/m-K) Cp (J/kg-K) ρ (kg/m3)
B4C 42 1288 2550
Al2O3 36 773 3880
SiC 100 1300 3200
Analyse of materials
These composite materials can deviates the thermal properties. Figure 1 shows the variation
of compressive strength for some composite materials.
Figure 1 Compressive strength for different composite materials.