Physical, mechanical, and water absorption behavior of coir/glass fiber reinforced epoxy based...
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Physical, Mechanical, and Water Absorption Behaviorof Coir/Glass Fiber Reinforced Epoxy Based HybridComposites
Vineet Kumar Bhagat, Sandhyarani Biswas, Janaki DehuryMechanical Engineering Department, N.I.T., Rourkela, India
Fiber reinforced polymer composites has been used ina variety of application because of their many advan-tages such as relatively low cost of production, easyto fabricate, and superior strength compare to neatpolymer resins. Reinforcement in polymer is either syn-thetic or natural. Synthetic fiber such as glass, carbon,etc. has high specific strength but their fields of appli-cation are limited due to higher cost of production.Recently there is an increase interest in natural com-posites which are made by reinforcement of naturalfiber. In this connection, an investigation has been car-ried out to make better utilization of coconut coir fiberfor making value added products. The objective of thepresent research work is to study the physical,mechanical, and water absorption behavior of coir/glass fiber reinforced epoxy based hybrid composites.The effect of fiber loading and length on mechanicalproperties like tensile strength, flexural strength, andhardness of composites is studied. The experimentalresults reveal that the maximum strength properties isobserved for the composite with 10 wt% fiber loadingat 15 mm length. The maximum flexural strength of 63MPa is observed for composites with 10 wt% fiberloading at 15 mm fiber length. Similarly, the maximumhardness value of 21.3 Hv is obtained for compositeswith 10 wt% fiber loading at 20 mm fiber length. Also,the surface morphology of fractured surfaces after ten-sile testing is examined using scanning electron micro-scope (SEM). POLYM. COMPOS., 35:925–930, 2014. VC 2013Society of Plastics Engineers
INTRODUCTION
The interest in natural fiber based polymer composites
is rapidly increasing both in terms of their industrial
applications and fundamental research. Their availability,
renewability, low density, and price as well as satisfactory
mechanical properties make them an attractive ecological
alternative to glass, carbon, and other man-made fibers.
Many investigations have been made on the potential of
the natural fibers such as flax, kenaf, and jute as rein-
forcements for polymer composites. Among various natu-
ral fibers, coconut coir fibers are getting acceptance from
many researchers and it can be used as an alternative
reinforcement in composite materials [1]. Coir is a natural
fiber extracted from the husk of coconut fruit. The husk
contains coir fiber and a corky tissue called pith. It is a
fiber which is highly available in India the second highest
in the world after Philippines. It consists of water, fibers,
and small amounts of solvable solids. Because of the high
lignin content coir is more long-lasting when compared to
other natural fibers [2]. Natural fibers such as coir based
composites enjoying broader applications in automobiles
and railway coaches and buses for public transport sys-
tem. In view of this, the present research work is under-
taken to study the reinforcement potential of coir fibers in
polymer composites. Another possibility that the incorpo-
ration of different types of fibers in polymer could pro-
vide a synergism in terms of improved properties has not
been adequately explored so far. However, some recent
reports suggest that by both natural and synthetic fibers in
the polymer matrix composites, synergistic effects may be
achieved in the form of higher mechanical properties and
reduced material cost. Such multi-component composites
consisting of a matrix phase reinforced with a fiber and
filled with particulates are termed as hybrid composites.
The properties of the natural fiber reinforced composites
can be improved by hybridizing with high strength syn-
thetic fibers. Interspersing the two or more kinds of fiber
in a common matrix forms hybrid composites. The con-
cept of hybridization gives flexibility to the design engi-
neer to tailor the material properties according to the
requirements, which is one of the major advantages of
composites. Glass fibers are most commonly used in rein-
forcing both thermoplastics and thermosets. They have
high tensile strength, high chemical resistance, high
dimensional stability, and has excellent insulation proper-
ties. Hybridization of natural fiber with synthetic fiber
can improve the mechanical properties as well as mois-
ture resistance behavior of the composites and hence a
balance between environmental impact and performance
Correspondence to: Sandhyarani Biswas; e-mail: sandhya_biswas@
yahoo.co.in
DOI 10.1002/pc.22736
Published online in Wiley Online Library (wileyonlinelibrary.com).
VC 2013 Society of Plastics Engineers
POLYMER COMPOSITES—2014
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could be achieved with optimum cost. Many researchers
have studied on various aspects of hybrid fiber based
polymer composites. Thew and Liao [3] informed that
mechanical properties of bamboo/glass fiber reinforced
hybrid composites depends on fiber length, fiber weight
ratio and adhesion characteristics between the matrix and
the fiber. Velmurugan et al. [4] studied the tensile, shear,
impact and flexural properties of the Palmyra/glass fiber
hybrid composites. Goud and Rao [5] found a consider-
able increase in the tensile, flexural, impact, and hardness
properties of Roystonearegia/glass fiber hybrid compo-
sites with the increase in glass fiber loading. Pothan et al.
[6] studied on the banana-glass hybrid composites and
found layering pattern or the geometry of the composites
has a profound effect on the dynamic behavior of the
composites. There are many factors influencing the vari-
ous properties of composites such as fiber loading, orien-
tation, length, types, properties of the matrix, fiber–matrix
interface strength etc. A great deal of work has already
been reported on the effect of various parameters on the
performance of composites. Basiji et al. [7] studied the
effects of fiber length and fiber loading on the mechanical
properties of wood-plastic (polypropylene) composites.
Vilay et al. [8] studied the effect of fiber surface treat-
ment and fiber loading on the properties of bagasse fiber
reinforced unsaturated polyester composites. Alamri and
Low [9] studied the mechanical and water absorption
behavior of recycled cellulose fiber reinforced epoxy
composites. To this end, this study is undertaken to
develop a new class of hybrid polymer composites rein-
forced with both coir and glass fiber and study their phys-
ical, mechanical, and water absorption behavior.
EXPERIMENTAL DETAILS
Composite Fabrication
The short coir fiber and E-glass fiber is taken as rein-
forcement and epoxy as matrix material. The composites
are fabricated by using simple hand lay-up technique. A
stainless steel mould having dimension of 180 3 180 3
40 mm3 is used for composite fabrication. The short coir
fiber and glass fiber are mixed with epoxy resin by the
simple mechanical stirring and the mixture is poured into
various moulds conforming to the requirements of various
testing conditions and characterization standards. Compo-
sites of eight different compositions reinforced with two
different weight percentage of coir fiber loading (5 and
10 wt%) with four different fiber lengths (5, 10, 15, and
20 mm) are made keeping glass fiber loading constant
(20 wt%) with fiber length of 10 mm. The detailed com-
position and designation of the composites are presented
in Table 1. Figure 1a and b shows coir fiber and glass
fiber respectively. Similarly, Fig. 2 shows coir/glass fiber
reinforced epoxy based hybrid composite. The cast of
each composite is cured under a load of about 50 kg for
24 h. Specimens of suitable dimension are cut with the
help of hack saw for mechanical and water absorption
tests.
Physical and Mechanical Tests
The theoretical density of composite material is calcu-
lated as per the formula given by Agarwal and Broutman
[10].
qct 51
Wf=qf
� �1 Wm=qmð Þ
(1)
where W and q represent the weight fraction and density
respectively. The suffix f, m, and ct stand for the fiber,
matrix, and the composite materials respectively.
The actual density (qce) of the composite, however,
can be determined experimentally by simple water
immersion technique. The volume fraction of voids (Vv)
in the composites is calculated using the following
equation:
Vv5qct 2qce
qct
(2)
The tensile test is done using Universal Testing
Machine Instron 1195 as per ASTM D3039-76 test stand-
ards. A uniaxial load was applied both the ends of com-
posite specimens for the test. The test is repeated two
times on each composite of same composition and the
mean value is considered. A three point bend test is done
to evaluate the flexural strength. For the test, the cross
head speed is taken as 2 mm/min and a span of 40 mm is
maintained. Micro-hardness test of composite specimens
is done using Leitz micro-hardness tester. The fractured
surfaces after tensile testing are examined using scanning
electron microscope (SEM) JEOL JSM-6480LV.
TABLE 1. Designation of composites.
Composites Compositions
C1 Epoxy (75 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 5 mm) (5 wt%)
C2 Epoxy (75 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 10 mm) (5 wt%)
C3 Epoxy (75 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 15 mm) (5 wt%)
C4 Epoxy (75 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 20 mm) (5 wt%)
C5 Epoxy (70 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 5 mm) (10 wt%)
C6 Epoxy (70 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 10 mm) (10 wt%)
C7 Epoxy (70 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 15 mm) (10 wt%)
C8 Epoxy (70 wt%) 1Glass Fiber (20 wt%) 1Coir Fiber
(Fiber length 20 mm) (10 wt%)
926 POLYMER COMPOSITES—2014 DOI 10.1002/pc
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Water Absorption Test
Water absorption studies were performed according to
ASTM D 570-98 standard test method using the formula
%W5Wt2Woð Þ
Wo
3100
where Wt is the weight of specimen at a given immer-
sion time and Wo is the oven-dried weight.
RESULTS AND DISCUSSION
Physical and Mechanical Characteristics of Composites
Effect of Fiber Loading and Length on Density of
Composites. Density of a composite depends on the rela-
tive proportion of matrix and reinforcing materials and this
is one of the most important factors determining the proper-
ties of the composites. The void content is the cause for the
difference between the values of true density and the theo-
retically calculated one. The difference in theoretical and
experimental densities is mainly due to the presence of
voids in the composite. Hence, it becomes essential to
determine the percentage of voids in the samples prepared.
Table 2 shows the theoretical density, experimental density,
and the corresponding void content. It can be seen that the
void fraction in the composites increases with the fiber
loading. Natural fibers generally contain large amounts of
the hydroxyl group, which makes them polar and hydro-
philic in nature. However, most plastics are hydrophobic in
nature. This polar nature also results in high moisture sorp-
tion in natural fiber based composites, leading to fiber
swelling and voids in the fiber–matrix interface [11]. The
void fraction increases with fiber loading and this may be
attributed to poor interaction/adhesion between fiber and
matrix materials. The similar trend of increase in void frac-
tion with increase in fiber loading is also reported by previ-
ous researchers [12].
Effect of Fiber Loading and Length on Hardness of
Composites. The effect of fiber loading and length on
the coir/glass fiber reinforced epoxy based hybrid compo-
sites is shown in Fig. 3. The test results show that with
FIG. 2. Short coir/glass fiber reinforced epoxy based hybrid composite.
[Color figure can be viewed in the online issue, which is available at
wileyonlinelibrary.com.]
TABLE 2. Void fraction of composites.
Composites
Theoretical
density(gm/cc)
Experimental
density (gm/cc)
Volume fraction
of voids (%)
C1 1.2489 1.1975 4.11562
C2 1.2489 1.178 5.67699
C3 1.2489 1.177 5.75706
C4 1.2489 1.174 5.99727
C5 1.2548 1.1775 6.16303
C6 1.2548 1.17 6.76072
C7 1.2548 1.149 8.43424
C8 1.2548 1.135 9.54993
FIG. 1. Short coir fiber and glass fiber. [Color figure can be viewed in the online issue, which is available
at wileyonlinelibrary.com.]
DOI 10.1002/pc POLYMER COMPOSITES—2014 927
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the increase in fiber length, the micro-hardness value of
the composites is increases. Similar trend of increase in
hardness value with the increase in fiber length is also
observed in case of bamboo/glass fiber reinforced epoxy
composites [13]. It is also evident from the Fig. 3 that
with the increase of fiber loading, micro-hardness value
decreases. Composites with 5 wt% fiber loading shows
better hardness value as compared to 10 wt% irrespective
of fiber length except for composites with coir fiber of 20
mm length. Similar trend of decrease in hardness value
with the increase in fiber loading is also observed in case
of glass fiber reinforced epoxy composites [14].
Effect of Fiber Loading and Length on Tensile
Properties of Composites. The influence of fiber load-
ing on the tensile strength and tensile modulus of the com-
posites is shown in Figs. 4 and 5 respectively. A gradually
increase in tensile strength can be observed with the
increase in the fiber length up to 15 mm of coir/glass epoxy
based hybrid composites. This is due to the proper adhesion
between the both types of fiber and the matrix. However,
further increase in fiber length, i.e., 20 mm, there is a
decrease in the tensile strength. The reason may be due to
the curling effect of the long coir fiber [15]. The curly
nature of fibers prevents the proper alignment of fibers in
the (longitudinal direction) composites. The maximum ten-
sile strength is observed for the composite with 10 wt%
fiber loading at 15 mm length. Similarly, the tensile modu-
lus of composites is found to be increasing with increase in
fiber length irrespective of fiber loading as observed in Fig.
5. However, with increased in fiber loading the tensile
modulus gradually goes on increasing irrespective of fiber
length. The increase of the tensile modulus may be highly
related to the increase of stiffness of the composites by vir-
tue of coir fiber loading. The similar trend of increase in
tensile modulus with increase in fiber loading is also
observed by past researchers [16].
Effect of Fiber Loading and Length on Flexural Prop-
erties of Composites. The effect of fiber loading and
length on the flexural strength of coir/glass fiber reinforced
epoxy based hybrid composites is shown in Fig. 6. The
flexural strength of composite increases, with increase in
fiber length up to 15 mm. However, further increase in fiber
length (up to 20 mm) the value decreases. The reason may
be due to the longer fibers tend to ball up resulting in low
workability and decline in strength. The similar trend is
also observed by previous researchers [17]. As far as the
effect of fiber loading is concerned, composites with 10
wt% fiber loading shows better flexural strength value as
compared to 5 wt% fiber loading. The maximum flexural
strength of 63 MPa is observed for composites with 10 wt%
fiber loading at 15 mm length.
Surface Morphology
Figure 7a and b shows the fracture surfaces of coir/
glass fiber reinforced epoxy based hybrid composite after
FIG. 3. Effect of fiber loading and length on Micro-hardness of
composites.
FIG. 4. Effect of fiber loading and length on tensile strength of
composites.
FIG. 5. Effect of fiber loading and length on tensile modulus of
composites.
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the tensile test with different fiber loading and fiber
length. Figure 7a shows the tensile fracture of composite
with 10 wt% coir fiber loading and 20 mm fiber length.
It can be clearly observed from the Fig. 7a that the fibers
pull out from the resin surface due to poor interfacial
bonding. Figure 7b shows the tensile fracture surface of
composites reinforced with 10 wt% coir fiber loading at
15 mm fiber length. It is evident from the Fig. 7b that
surface without much fiber pull out is clearly visible may
be due to the better adhesion fiber and matrix which leads
to better of strength properties of composites. The frac-
ture surfaces study of coir fiber reinforced epoxy compos-
ite after the tensile test and flexural test is done by
Biswas et al. [18].
Water Absorption Behavior of Composites
The effect of fiber loading and length on the water
absorption of the coir/glass fiber reinforced composites
with increase in immersion time is shown in Fig. 8. It is
evident from the figure that the rate of moisture absorption
increases with increase in fiber lengths. Generally, the rate
of water absorption is greatly influenced by the materials
density and void content. It has been reported by earlier
researchers that the incorporation of long coir fibers into
the matrix decreased workability and increased the void
space [19]. Consequently, the longer the fiber, the higher is
the water absorption. As far as effect of fiber loading is
concerned composites with 10 wt% coir fiber loading
shows higher water absorption rate as compared to 5 wt%
fiber loading. The reason may be due to the coir fibers con-
tain abundant polar hydroxide groups, which result in a
high moisture absorption level of natural fiber reinforced
polymer matrix composites and are a major obstacle for
preventing extensive applications of these materials. The
minimum water absorption rate is observed for composites
with 5 wt% fiber loading and at 5 mm fiber length. It is
also observed from the figure that the water absorption rate
generally increases with immersion time, reaching a certain
value at a saturation point where no more water is
FIG. 7. Scanning electron micrographs of coir/glass fiber reinforced epoxy composite specimens after ten-
sile test at different fiber loading and length.
FIG. 8. Effect of immersion time on water absorption properties of
composites.
FIG. 6. Effect of fiber loading and length on flexural strength of
composites.
DOI 10.1002/pc POLYMER COMPOSITES—2014 929
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absorbed. The maximum weight gain from 3.340% to
7.250% (weight fraction) is observed by the composite
specimens at room temperature.
CONCLUSIONS
The experimental investigation on the physical,
mechanical, and water absorption behavior of coir/glass
fiber reinforced epoxy based hybrid composites lead us to
the following conclusions obtained from this study:
� Successful fabrication of coir/glass fiber reinforced epoxy
based hybrid composites is possible by simple hand lay-up
technique.
� It has been noticed that the various properties of the com-
posites are greatly influenced by the fiber loading and
fiber length. The void content of composites increases
with increase in both the fiber loading and fiber length.
� The experimental results reveal that the maximum strength
properties is observed for the composite with 10 wt% fiber
loading at 15 mm length. The maximum flexural strength
of 63 MPa is observed for composites with 10 wt% fiber
loading at 15 mm fiber length. It can be observed that
with the increase of fiber length, the tensile modulus
increases irrespective of fiber loading. Similarly, the maxi-
mum hardness value of 21.3 Hv is obtained for composites
with 10 wt% fiber loading at 20 mm fiber length.
� SEM images of the fracture surfaces of composites after
the tensile test shows that the increase in strength proper-
ties of composites at 10 wt% fiber loading and 15 mm
length is due to the better adhesion between fiber and
matrix.
� The rate of moisture absorption increases with increase in
both fiber loading and fiber lengths. The minimum water
absorption rate is observed for composites with 5 wt%
fiber loading and at 5 mm fiber length.
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930 POLYMER COMPOSITES—2014 DOI 10.1002/pc