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International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
55
PREPARATION AND CHARACTERIZATION OF ARECA
BAST FIBER REINFORCED EPOXY AND VINYL ESTER
COMPOSITES
SUNIL KUMAR .M1*
, SHIVAKUMAR H.R2
, S.G.GOPALAKRISHNA3
, K.S RAI4
1
Dept of Mechanical Engineering, K.V.G. College of Engineering, SulliaD.K,Karnataka.
2
Centre for Multidisciplinary Research in Advanced Materials and Technology,
K.V.G. College of Engineering, SulliaD.K,Karnataka.
3
Nagarjuna College of Engineering and Technology, Bangalore. Karnataka.
4
Department of Polymer Science, Sri. M.V.P.G Center University of Mysore, Mandya
ABSTRACT
In this research work natural fiber reinforced polymer composites were prepared by
reinforcing short areca bast fibers in epoxy and vinyl ester resin. Different blend composites were
prepared by varying weight fractions of areca bast fibers. Their mechanical, physical and thermal
properties were studied and compared. It has been found that the compressive strength of areca bast
fiber reinforced vinyl ester composites were more than that of epoxy composites. It was also
observed that the type of compressive failure in epoxy/bast and vinyl ester/bast composites at all
wt% of fibers was breaking and bulging respectively. The erosive wear strength at 90º and 75º nozzle
angles weredetermined. The properties such as water absorption capacity and density were
determined. The Thermo gravimetric analysis (TGA) was also carried out .The ruptured surface of
both types of composites which exhibited highest compressive strength was analyzed by Scanning
electron microscope (SEM).
Keywords: Areca Bast, Epoxy, Vinyl Ester, Erosive Wear, TGA, SEM.
INTRODUCTION
During the last few years, natural fibers have received much more attention than ever before
from the research community all over the world. Increasing needs for different engineering
applications invite the development of new polymeric materials reinforced with synthetic fibers such
INTERNATIONAL JOURNAL OF MECHANICAL ENGINEERING AND
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ISSN 0976 – 6340 (Print)
ISSN 0976 – 6359 (Online)
Volume 5, Issue 12, December (2014), pp. 55-65
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International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
56
as glass, carbon, aramid etc., provide advantages of high strength to weight ratio as compared to
conventional constructional materials, i.e. wood, concrete & steel. But the synthetic fibers have
adverse environmental impact. Hence natural fiber reinforced polymer composites play a vital role
with respect to environment by possessing a property of biodegradability and highstrength with light
weight. In recent years, natural fibers are introduced as possible replacement for synthetic fibers [1 to
3]. Recent studies showed that the development of fiber reinforced composite material using plant-
based natural fiber such as flax hemp, bamboo, pineapple, kenaf, sisal, banana, jute, coir etc.,
showed much attention to the researchers due to their availability, cost effectiveness & wide range of
properties[4- 9].Polymers and their composites form a very important class of engineering materials
& are invariably used in mechanical components such as gears, cams, wheels, impellers, brakes,
electrical contact bushes, cylinder liners, artificial joints, helicopter blades etc.
The compressive strength is one of the most important and widely measured properties of
materials used in various applications. The value of compressive stress reached when the material
fails completely is designated as the compressive strength of that material [10]. AzimShahzad
prepared composites with hemp reinforced in thermoset and biodegradable matrices which exhibited
good mechanical properties[11].Srinivasa and Bharath found that the mechanical properties of areca
husk fiber-reinforced epoxy composites depend on the nature of matrix material and the distribution
and orientation of the reinforcing fibers, the nature of the fiber-matrix interfaces and of the
interphase region [ 12].
Erosive wear can be described as an extremely short sliding motion and is executed within a
short time interval. Erosive wear is caused by the impact of particles of solid against the surface of
an object. The impacting particles gradually remove material from the surface through repeated
deformations and cutting actions [13]. The rate of erosive wear is dependent upon a number of
factors. The material characteristics of the particles, such as their shape, hardness, impact velocity
and impingement angle are primary factors along with the properties of the surface being eroded.
The impingement angle is one of the most important factors and is widely recognized in literature
[14].JyotiPrakash Dhal andS. C. Mishraprepared brown grass flower broom fiber reinforced epoxy
composites and found that as the fiber reinforcement increases the density of the composite
decreases and the hardness of the composite increases [15].
Moisture absorption of natural fiber plastic composites is one major concern in their outdoor
applications. Traditionally diffusion theory is applied to understand the mechanism of moisture
absorption [16]. G.C. Mohan Kumar prepared composites with random distribution of areca husk
fibers in Maize stalk fine fiber and Phenol Formaldehyde as a matrix and observed that the amount
of moisture in the composite increased with time and later it became constant and he predicted that
the water is predominantly absorbed at the fiber and matrixinterface [17].BharathK.N,Rajesh A.M
have studied the moisture absorption property of different weight fraction of randomly distributed
areca fiber & maize powder reinforced urea formaldehydecomposites [18].The results showed that
moisture absorption decreased with decrease in the fiber to maize powder ratio & moisture
absorption was improved with the weight ratio of fibers to maize powder . Chkkol et al, carried out
water absorption capacity test for the composites made of Urea formaldehyde, Melamine urea
formaldehyde and epoxy reinforced with areca husk fibers. Out of these three types of composites
least amount of water absorption was found in epoxy reinforced areca husk composites
[19].B.H.Manjunath and Dr. K PrahladaRao prepared the composites made from areca fibers, maize
powder as filler particles & found out that the moisture absorption increases with the fiber, filler
content and duration of immersion in water[ 20].Amuthakkannan et al, prepared basalt fiber
reinforced polymer matrix composites and found that the water absorption behavior of the
composites mainly depends on the voids present in the composites, interfacial adhesion between the
fiber and matrix, and type of fibers reinforced [21].AnkitaPritamPraharajet al. Studied the water
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
57
absorption of randomly oriented paper pulp reinforced Bisphenol-Aglycidyldimethacrylate
(BisGMA).They found that the composites with less paper pulp content absorbed less moisture [22].
Thermal analysis of natural and synthetic polymers gives us good account of their thermal stability.
Thermal analysis comprises of various methods such as thermogravimetric analysis
(TGA)/differential thermal analysis (DTA), derivative thermogravimetry (DTG) etc [23].
In coastal Karnataka the areca is the main commercial crop. The areca bast obtained from the
areca tree is a waste material. Hence, in, this present study, areca bast fiber reinforced epoxy and
vinyl ester composites have been prepared with varying weight percentages. Their physico-thermo-
mechanical and tribological properties have been studied, owing to scientific interest and
technological competence.
EXPERIMENTAL
Raw materials
The clean areca bast obtained from the areca field were dried under sunlight till all of its
moisture content was removed. Then they were washed with distilled water and kept in an oven for
the drying purpose. The epoxy LY 556 was used as matrix material with hardener HY 951 and also
vinyl esterwas used as matrix material with respective catalyst, accelerator and promoter.
Sample preparation
Epoxy Composites
Required quantities of fibers and resin were weighed, mixed and stirred properly. Hardener
was added to the epoxy- fiber mixture in the proper ratio and stirring was continued till uniform
mixture was obtained. The composites were prepared with varying weight percentages of fibers and
cured for 24 h at room temperature. Then the samples werecut into required size and shape
according to the ASTM standard for different testing purposes and post cured.
Vinyl ester composites
In this, definite quantities of vinyl ester and fibers were mixed. Then the respective catalyst,
accelerator and promoter were added in the required amount. The similar procedure used in the
preparation of epoxy composites was followed.
Testing methods
The Compression test was carried out in an Universal Testing Machine (ZwickRoell, Jerman
make,Model-Z0200) according to ASTMD695 standard and Wear test was conducted in Air Jet
Erosion Test Rig as per ASTM G76 standard at 900
& 750
nozzle angle. Density was determined by
simple water immersion technique according to ASTM D792 standard.
Water absorption capacity was found out according to the procedure described in the ASTM
D570 standard. The percentage increase in weight was calculated as,
% Water absorption = Wet weight – Reconditioned weightX 100
Reconditioned weight
The decomposition temperature of fibers of the composites having highest compressive strength was
found out by conducting TGA test. The fracture behavior of the composites which exhibited highest
compressive strength was also investigated by SEM micrographs.
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
58
RESULTS AND DISCUSSION
Compressive Strength
All epoxy and vinyl ester composites with varying weight percentages of areca bast fibers
were subjected to compression test. The results are shown in Figure1.The type of failure in epoxy
composites was found to be breaking. In case of vinyl ester composites the failure was bulging. In
the case of epoxy composites, the compressive strength started increasing in the beginning as the
weight percentage of fibers increased up to 10 wt% and later it decreased and in vinyl ester
composites also the compressive strength started increasing up to 12wt% and afterwards decreased
as shown in Figure1. Maximum compressive strength of 61.12MPa and 145.64 MPa was found in
epoxy and vinyl ester composites at 10wt% and 12wt% respectively. This clearly indicates that the
fiber-matrix interfacial bonding was optimum at 10 wt% and 12wt% of fibers in epoxy and vinyl
ester composites respectively. The percentage increment of the compressive strength for vinyl ester
composites was found to be 137.03% over that of epoxy composites at 10 wt% of fibers. The vinyl
ester composites showed an increment in the strength of 168.07% over epoxy composites at 12 wt%
of fibers.
6 8 1 0 1 2 1 4
4 0
6 0
8 0
1 0 0
1 2 0
1 4 0
Compressivestrength(MPa))
w t% o f fib e rs
E p o x y c o m p o s ite s
V in y le s te r c o m p o s ite s
Figure 1.Compressive strength of epoxy and vinylester composite
Wear Test
The percentage loss in weight due to erosive wear at 90° and 75° nozzle angles inepoxy and
vinyl ester composites are shown in Figure 2and3respectively. The rate of erosive wear is dependent
upon a number of factors such as type of matrix material, type of fibers used, orientation of fibers,
size of fibers and the nozzle angle. The percentage loss in weight at 900
nozzle angle was found to be
less than at 750
nozzle angle in both types of composites which is clearly indicated in the Figure
2and3.It is also observed that the minimum percentage weight loss of 0.0200 and 0.0325 at 10wt%
and 8wt%of fibers in epoxy composites at 900
and 75 º nozzle angle respectively. But at 90 º and 75 º
nozzle angle the minimum percentage loss in weight of 0.0270 and 0.0635 was observed at 6wt%
and12wt% of fibers in vinyl ester composites respectively. These results indicate that the minimum
percentage loss in weight was found in epoxy composites.
6 8 1 0 1 2 1 4
0 .0 1
0 .0 2
0 .0 3
0 .0 4
0 .0 5
0 .0 6
%wtloss
% lw t lo s s a t 9 0
0
n o z z le a n g le
% w t lo s s a t 7 5
0
n o z z le a n g le
w t% o f fib e rs
Figure 2. Wear test results ofepoxy composites at 900
and 750
nozzle angle.
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
59
6 8 10 12 14
0.015
0.020
0.025
0.030
0.035
0.040
0.045
0.050
0.055
0.060
0.065
0.070
0.075
0.080
0.085
0.090
0.095
0.100
0.105
%wtloss
Wt% of fibers
% wt loss at 90
0
nozzle angle
% wt loss at 75
0
nozzle angle
Figure 3. Wear test results of vinyl ester composites at 900
and 750
nozzle angle
Density Test
The density of epoxy and vinyl ester composites at different wt% of fibers is shown in Figure
4. The density was found to decrease with increase in fiber content in both types of composites.
From the Figure 4, it is clear that a minimum density of 864.10Kg/m3
and 827 Kg/m3
was found at
14wt% of fibers in epoxy and vinyl ester composites respectively. The density of vinyl ester
composites was found to be less than epoxy composites at all percentages of fibers. This is because
the density of vinyl ester is less than epoxy.
6 8 10 12 14
800
850
900
950
1000
1050
Density(Kg/m
3
)
w t% of fibers
Epoxy composites
Vinylester com posites
Figure 4.Density of epoxy and vinyl ester composites.
Water Absorption Test
The water absorption capacity of the composite was measured by the weight gain of the
material in regular 24 hrs. of intervals over the period of 15 days.. The water absorption test results
of the epoxy and vinylestercomposites are shown in Figure5&6respectively. These results indicate
that the water absorption capacity of the composites increases as the weight percentage of fibers
increased and later it becomes constant after reaching the saturation level. After analyzing the water
absorption capacity of all the composites it is found that the water intake capacity of epoxy
composites is less compared with vinyl estercomposites. From the Figure 5&6, it is clear that a least
amount of water absorption of 7.56 %and8.91% was found at 6wt% of both types of composites.
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
60
Figure 5. Water absorption capacity of epoxy composites.
0 2 4 6 8 10 12 14 16
2
4
6
8
10
12
%ofwaterabsorption
No of days
6 wt % of fibers
8 wt %of fibers
10 wt % of fibers
12 wt % of fibers
14 wt % of fibers
Figure 6. Water absorption capacity of vinyl ester composites.
Thermal Analysis
The Thermo gravimetric analysis (TGA) of 10wt% of epoxy and 12wt% vinyl ester composites
which exhibited highest compressive strength was studied as a function of percentage weight loss
with increase in temperaturewhich is shown in Figure 7and8respectively.In case of epoxy composite
the initial decomposition temperature was 261.77ºC and final decomposition temperature was
436.21ºC.On the other hand, in case of vinyl ester composite, the initial decomposition temperature
was 300ºC and final decomposition temperature was 461.88ºC .In both types of composites the
decomposition was single stage.
0 2 4 6 8 10 12 14 16
2
4
6
8
10
%ofwaterabsorption
No of days
6 wt% of fibers
8 wt% of fibers
10 wt% of fibers
12 wt% of fibers
14 wt% of fibers
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
61
Figure 7.Thermogravimetric analysis of epoxy composites
Figure 8.Thermogravimetricanalysis of vinyl ester composites.
SEM Observations
Morphology of fractured surface of the 10 wt% of epoxy and 12 wt% vinyl ester composites
which exhibited highest compressive strength was examined by Scanning Electron Microscope.The
nature of failure was not uniform in both types of composites at the fractured surface. In epoxy
composites, brittle type of fracture due to formation of cracks was observed which is evident from
Figure 9.No such kind of failure was observed in vinyl ester composites because the failure was
bulging without the cracks as shown in Figure 10.This clearly indicates that the bonding between
fibers and matrix is stronger in vinyl ester composites than the epoxy composites. Hence
compressive strength of vinyl ester composites was higher than the epoxy composites.
Agglomeration of fibers took place in epoxy composites during the compressive failure as indicated
in the Figure 11. At some regions on the fractured surface of both types of composites the fibers
were crushed into small circular pieces which are evident from the Figure 12& 13.This is due to the
reason that the bast fibers are flexible in nature. The crushed matrix surface due to the compressive
failure in epoxy composite is shown in Figure 14. It is evident from the SEM images that a
combination of matrix cracking, bulging and breakage are the predominant failure modes.
Temp Cel
600.0500.0400.0300.0200.0100.0
TG%
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
Tem p Cel
600.0500.0400.0300.0200.0100.0
TG%
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
10.0
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
62
Figure 9. Cracks formed in the epoxy composite.
Figure 10. Bulged surface of the vinyl ester composite.
Figure 11. Agglomeration of fibers in the epoxy composite.
Agglomeration of fibers
Cracks
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
63
Figure 12. Fibers crushed into small circular shapes in the epoxy composite.
Figure 13. Fibers crushed into small circular shapes in the vinyl ester composite.
Figure 14. Crushed matrix surface of the epoxy composite.
International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print),
ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME
64
CONCLUSION
The results showed that the brittle type of failure occurred in epoxy composites and bulging
occurred in vinyl ester composites. The vinyl ester composites exhibited higher compressive strength
than the epoxy composites because of the good interfacial bonding between matrix and fibers. The
percentage loss of weight during wear in epoxy and vinyl ester composites was found to vary
randomly .The reason is due to the uneven distribution and orientation of fibers. Minimum
percentage loss of weightwas foundin epoxycompositesat 90 º nozzle angle. Density of vinyl ester
composites was found to be less than epoxy composites.
The water absorption capacity of both composites was found to increase with increase in fiber
content which is due to the more affinity of fibers to water .The water absorption capacity of epoxy
composites was found to be less than the vinyl ester composites at all weight percentages.
The SEM images indicate that the combination of matrix cracking, bulging, fiber pull out,
fiber orientation and breakage are the predominant failure modes.
Vinyl ester composites were found to be more stable than epoxy composites because of
higher compressive strength, lower density and higher decomposition temperature.
ACKNOWLEDGEMENTS
The authors gratefully acknowledge VGST, Govt. of Karnataka for financial support under
the project CISEE /2012-13/282 GRD No. 186. Also express their gratitude to Dr. Renuka Prasad
K.V., General Secretary A.O.L.E.Sullia and Dr. N.A. Jnanesh, Principal, KVG College of
Engineering, Sullia for providing infrastructural facilities.
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PREPARATION AND CHARACTERIZATION OF ARECA BAST FIBER REINFORCED EPOXY AND VINYL ESTER COMPOSITES

  • 1. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 55 PREPARATION AND CHARACTERIZATION OF ARECA BAST FIBER REINFORCED EPOXY AND VINYL ESTER COMPOSITES SUNIL KUMAR .M1* , SHIVAKUMAR H.R2 , S.G.GOPALAKRISHNA3 , K.S RAI4 1 Dept of Mechanical Engineering, K.V.G. College of Engineering, SulliaD.K,Karnataka. 2 Centre for Multidisciplinary Research in Advanced Materials and Technology, K.V.G. College of Engineering, SulliaD.K,Karnataka. 3 Nagarjuna College of Engineering and Technology, Bangalore. Karnataka. 4 Department of Polymer Science, Sri. M.V.P.G Center University of Mysore, Mandya ABSTRACT In this research work natural fiber reinforced polymer composites were prepared by reinforcing short areca bast fibers in epoxy and vinyl ester resin. Different blend composites were prepared by varying weight fractions of areca bast fibers. Their mechanical, physical and thermal properties were studied and compared. It has been found that the compressive strength of areca bast fiber reinforced vinyl ester composites were more than that of epoxy composites. It was also observed that the type of compressive failure in epoxy/bast and vinyl ester/bast composites at all wt% of fibers was breaking and bulging respectively. The erosive wear strength at 90º and 75º nozzle angles weredetermined. The properties such as water absorption capacity and density were determined. The Thermo gravimetric analysis (TGA) was also carried out .The ruptured surface of both types of composites which exhibited highest compressive strength was analyzed by Scanning electron microscope (SEM). Keywords: Areca Bast, Epoxy, Vinyl Ester, Erosive Wear, TGA, SEM. INTRODUCTION During the last few years, natural fibers have received much more attention than ever before from the research community all over the world. Increasing needs for different engineering applications invite the development of new polymeric materials reinforced with synthetic fibers such INTERNATIONAL JOURNAL OF MECHANICAL ENGINEERING AND TECHNOLOGY (IJMET) ISSN 0976 – 6340 (Print) ISSN 0976 – 6359 (Online) Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME: www.iaeme.com/IJMET.asp Journal Impact Factor (2014): 7.5377 (Calculated by GISI) www.jifactor.com IJMET © I A E M E
  • 2. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 56 as glass, carbon, aramid etc., provide advantages of high strength to weight ratio as compared to conventional constructional materials, i.e. wood, concrete & steel. But the synthetic fibers have adverse environmental impact. Hence natural fiber reinforced polymer composites play a vital role with respect to environment by possessing a property of biodegradability and highstrength with light weight. In recent years, natural fibers are introduced as possible replacement for synthetic fibers [1 to 3]. Recent studies showed that the development of fiber reinforced composite material using plant- based natural fiber such as flax hemp, bamboo, pineapple, kenaf, sisal, banana, jute, coir etc., showed much attention to the researchers due to their availability, cost effectiveness & wide range of properties[4- 9].Polymers and their composites form a very important class of engineering materials & are invariably used in mechanical components such as gears, cams, wheels, impellers, brakes, electrical contact bushes, cylinder liners, artificial joints, helicopter blades etc. The compressive strength is one of the most important and widely measured properties of materials used in various applications. The value of compressive stress reached when the material fails completely is designated as the compressive strength of that material [10]. AzimShahzad prepared composites with hemp reinforced in thermoset and biodegradable matrices which exhibited good mechanical properties[11].Srinivasa and Bharath found that the mechanical properties of areca husk fiber-reinforced epoxy composites depend on the nature of matrix material and the distribution and orientation of the reinforcing fibers, the nature of the fiber-matrix interfaces and of the interphase region [ 12]. Erosive wear can be described as an extremely short sliding motion and is executed within a short time interval. Erosive wear is caused by the impact of particles of solid against the surface of an object. The impacting particles gradually remove material from the surface through repeated deformations and cutting actions [13]. The rate of erosive wear is dependent upon a number of factors. The material characteristics of the particles, such as their shape, hardness, impact velocity and impingement angle are primary factors along with the properties of the surface being eroded. The impingement angle is one of the most important factors and is widely recognized in literature [14].JyotiPrakash Dhal andS. C. Mishraprepared brown grass flower broom fiber reinforced epoxy composites and found that as the fiber reinforcement increases the density of the composite decreases and the hardness of the composite increases [15]. Moisture absorption of natural fiber plastic composites is one major concern in their outdoor applications. Traditionally diffusion theory is applied to understand the mechanism of moisture absorption [16]. G.C. Mohan Kumar prepared composites with random distribution of areca husk fibers in Maize stalk fine fiber and Phenol Formaldehyde as a matrix and observed that the amount of moisture in the composite increased with time and later it became constant and he predicted that the water is predominantly absorbed at the fiber and matrixinterface [17].BharathK.N,Rajesh A.M have studied the moisture absorption property of different weight fraction of randomly distributed areca fiber & maize powder reinforced urea formaldehydecomposites [18].The results showed that moisture absorption decreased with decrease in the fiber to maize powder ratio & moisture absorption was improved with the weight ratio of fibers to maize powder . Chkkol et al, carried out water absorption capacity test for the composites made of Urea formaldehyde, Melamine urea formaldehyde and epoxy reinforced with areca husk fibers. Out of these three types of composites least amount of water absorption was found in epoxy reinforced areca husk composites [19].B.H.Manjunath and Dr. K PrahladaRao prepared the composites made from areca fibers, maize powder as filler particles & found out that the moisture absorption increases with the fiber, filler content and duration of immersion in water[ 20].Amuthakkannan et al, prepared basalt fiber reinforced polymer matrix composites and found that the water absorption behavior of the composites mainly depends on the voids present in the composites, interfacial adhesion between the fiber and matrix, and type of fibers reinforced [21].AnkitaPritamPraharajet al. Studied the water
  • 3. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 57 absorption of randomly oriented paper pulp reinforced Bisphenol-Aglycidyldimethacrylate (BisGMA).They found that the composites with less paper pulp content absorbed less moisture [22]. Thermal analysis of natural and synthetic polymers gives us good account of their thermal stability. Thermal analysis comprises of various methods such as thermogravimetric analysis (TGA)/differential thermal analysis (DTA), derivative thermogravimetry (DTG) etc [23]. In coastal Karnataka the areca is the main commercial crop. The areca bast obtained from the areca tree is a waste material. Hence, in, this present study, areca bast fiber reinforced epoxy and vinyl ester composites have been prepared with varying weight percentages. Their physico-thermo- mechanical and tribological properties have been studied, owing to scientific interest and technological competence. EXPERIMENTAL Raw materials The clean areca bast obtained from the areca field were dried under sunlight till all of its moisture content was removed. Then they were washed with distilled water and kept in an oven for the drying purpose. The epoxy LY 556 was used as matrix material with hardener HY 951 and also vinyl esterwas used as matrix material with respective catalyst, accelerator and promoter. Sample preparation Epoxy Composites Required quantities of fibers and resin were weighed, mixed and stirred properly. Hardener was added to the epoxy- fiber mixture in the proper ratio and stirring was continued till uniform mixture was obtained. The composites were prepared with varying weight percentages of fibers and cured for 24 h at room temperature. Then the samples werecut into required size and shape according to the ASTM standard for different testing purposes and post cured. Vinyl ester composites In this, definite quantities of vinyl ester and fibers were mixed. Then the respective catalyst, accelerator and promoter were added in the required amount. The similar procedure used in the preparation of epoxy composites was followed. Testing methods The Compression test was carried out in an Universal Testing Machine (ZwickRoell, Jerman make,Model-Z0200) according to ASTMD695 standard and Wear test was conducted in Air Jet Erosion Test Rig as per ASTM G76 standard at 900 & 750 nozzle angle. Density was determined by simple water immersion technique according to ASTM D792 standard. Water absorption capacity was found out according to the procedure described in the ASTM D570 standard. The percentage increase in weight was calculated as, % Water absorption = Wet weight – Reconditioned weightX 100 Reconditioned weight The decomposition temperature of fibers of the composites having highest compressive strength was found out by conducting TGA test. The fracture behavior of the composites which exhibited highest compressive strength was also investigated by SEM micrographs.
  • 4. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 58 RESULTS AND DISCUSSION Compressive Strength All epoxy and vinyl ester composites with varying weight percentages of areca bast fibers were subjected to compression test. The results are shown in Figure1.The type of failure in epoxy composites was found to be breaking. In case of vinyl ester composites the failure was bulging. In the case of epoxy composites, the compressive strength started increasing in the beginning as the weight percentage of fibers increased up to 10 wt% and later it decreased and in vinyl ester composites also the compressive strength started increasing up to 12wt% and afterwards decreased as shown in Figure1. Maximum compressive strength of 61.12MPa and 145.64 MPa was found in epoxy and vinyl ester composites at 10wt% and 12wt% respectively. This clearly indicates that the fiber-matrix interfacial bonding was optimum at 10 wt% and 12wt% of fibers in epoxy and vinyl ester composites respectively. The percentage increment of the compressive strength for vinyl ester composites was found to be 137.03% over that of epoxy composites at 10 wt% of fibers. The vinyl ester composites showed an increment in the strength of 168.07% over epoxy composites at 12 wt% of fibers. 6 8 1 0 1 2 1 4 4 0 6 0 8 0 1 0 0 1 2 0 1 4 0 Compressivestrength(MPa)) w t% o f fib e rs E p o x y c o m p o s ite s V in y le s te r c o m p o s ite s Figure 1.Compressive strength of epoxy and vinylester composite Wear Test The percentage loss in weight due to erosive wear at 90° and 75° nozzle angles inepoxy and vinyl ester composites are shown in Figure 2and3respectively. The rate of erosive wear is dependent upon a number of factors such as type of matrix material, type of fibers used, orientation of fibers, size of fibers and the nozzle angle. The percentage loss in weight at 900 nozzle angle was found to be less than at 750 nozzle angle in both types of composites which is clearly indicated in the Figure 2and3.It is also observed that the minimum percentage weight loss of 0.0200 and 0.0325 at 10wt% and 8wt%of fibers in epoxy composites at 900 and 75 º nozzle angle respectively. But at 90 º and 75 º nozzle angle the minimum percentage loss in weight of 0.0270 and 0.0635 was observed at 6wt% and12wt% of fibers in vinyl ester composites respectively. These results indicate that the minimum percentage loss in weight was found in epoxy composites. 6 8 1 0 1 2 1 4 0 .0 1 0 .0 2 0 .0 3 0 .0 4 0 .0 5 0 .0 6 %wtloss % lw t lo s s a t 9 0 0 n o z z le a n g le % w t lo s s a t 7 5 0 n o z z le a n g le w t% o f fib e rs Figure 2. Wear test results ofepoxy composites at 900 and 750 nozzle angle.
  • 5. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 59 6 8 10 12 14 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060 0.065 0.070 0.075 0.080 0.085 0.090 0.095 0.100 0.105 %wtloss Wt% of fibers % wt loss at 90 0 nozzle angle % wt loss at 75 0 nozzle angle Figure 3. Wear test results of vinyl ester composites at 900 and 750 nozzle angle Density Test The density of epoxy and vinyl ester composites at different wt% of fibers is shown in Figure 4. The density was found to decrease with increase in fiber content in both types of composites. From the Figure 4, it is clear that a minimum density of 864.10Kg/m3 and 827 Kg/m3 was found at 14wt% of fibers in epoxy and vinyl ester composites respectively. The density of vinyl ester composites was found to be less than epoxy composites at all percentages of fibers. This is because the density of vinyl ester is less than epoxy. 6 8 10 12 14 800 850 900 950 1000 1050 Density(Kg/m 3 ) w t% of fibers Epoxy composites Vinylester com posites Figure 4.Density of epoxy and vinyl ester composites. Water Absorption Test The water absorption capacity of the composite was measured by the weight gain of the material in regular 24 hrs. of intervals over the period of 15 days.. The water absorption test results of the epoxy and vinylestercomposites are shown in Figure5&6respectively. These results indicate that the water absorption capacity of the composites increases as the weight percentage of fibers increased and later it becomes constant after reaching the saturation level. After analyzing the water absorption capacity of all the composites it is found that the water intake capacity of epoxy composites is less compared with vinyl estercomposites. From the Figure 5&6, it is clear that a least amount of water absorption of 7.56 %and8.91% was found at 6wt% of both types of composites.
  • 6. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 60 Figure 5. Water absorption capacity of epoxy composites. 0 2 4 6 8 10 12 14 16 2 4 6 8 10 12 %ofwaterabsorption No of days 6 wt % of fibers 8 wt %of fibers 10 wt % of fibers 12 wt % of fibers 14 wt % of fibers Figure 6. Water absorption capacity of vinyl ester composites. Thermal Analysis The Thermo gravimetric analysis (TGA) of 10wt% of epoxy and 12wt% vinyl ester composites which exhibited highest compressive strength was studied as a function of percentage weight loss with increase in temperaturewhich is shown in Figure 7and8respectively.In case of epoxy composite the initial decomposition temperature was 261.77ºC and final decomposition temperature was 436.21ºC.On the other hand, in case of vinyl ester composite, the initial decomposition temperature was 300ºC and final decomposition temperature was 461.88ºC .In both types of composites the decomposition was single stage. 0 2 4 6 8 10 12 14 16 2 4 6 8 10 %ofwaterabsorption No of days 6 wt% of fibers 8 wt% of fibers 10 wt% of fibers 12 wt% of fibers 14 wt% of fibers
  • 7. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 61 Figure 7.Thermogravimetric analysis of epoxy composites Figure 8.Thermogravimetricanalysis of vinyl ester composites. SEM Observations Morphology of fractured surface of the 10 wt% of epoxy and 12 wt% vinyl ester composites which exhibited highest compressive strength was examined by Scanning Electron Microscope.The nature of failure was not uniform in both types of composites at the fractured surface. In epoxy composites, brittle type of fracture due to formation of cracks was observed which is evident from Figure 9.No such kind of failure was observed in vinyl ester composites because the failure was bulging without the cracks as shown in Figure 10.This clearly indicates that the bonding between fibers and matrix is stronger in vinyl ester composites than the epoxy composites. Hence compressive strength of vinyl ester composites was higher than the epoxy composites. Agglomeration of fibers took place in epoxy composites during the compressive failure as indicated in the Figure 11. At some regions on the fractured surface of both types of composites the fibers were crushed into small circular pieces which are evident from the Figure 12& 13.This is due to the reason that the bast fibers are flexible in nature. The crushed matrix surface due to the compressive failure in epoxy composite is shown in Figure 14. It is evident from the SEM images that a combination of matrix cracking, bulging and breakage are the predominant failure modes. Temp Cel 600.0500.0400.0300.0200.0100.0 TG% 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 Tem p Cel 600.0500.0400.0300.0200.0100.0 TG% 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 10.0
  • 8. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 62 Figure 9. Cracks formed in the epoxy composite. Figure 10. Bulged surface of the vinyl ester composite. Figure 11. Agglomeration of fibers in the epoxy composite. Agglomeration of fibers Cracks
  • 9. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 63 Figure 12. Fibers crushed into small circular shapes in the epoxy composite. Figure 13. Fibers crushed into small circular shapes in the vinyl ester composite. Figure 14. Crushed matrix surface of the epoxy composite.
  • 10. International Journal of Mechanical Engineering and Technology (IJMET), ISSN 0976 – 6340(Print), ISSN 0976 – 6359(Online), Volume 5, Issue 12, December (2014), pp. 55-65 © IAEME 64 CONCLUSION The results showed that the brittle type of failure occurred in epoxy composites and bulging occurred in vinyl ester composites. The vinyl ester composites exhibited higher compressive strength than the epoxy composites because of the good interfacial bonding between matrix and fibers. The percentage loss of weight during wear in epoxy and vinyl ester composites was found to vary randomly .The reason is due to the uneven distribution and orientation of fibers. Minimum percentage loss of weightwas foundin epoxycompositesat 90 º nozzle angle. Density of vinyl ester composites was found to be less than epoxy composites. The water absorption capacity of both composites was found to increase with increase in fiber content which is due to the more affinity of fibers to water .The water absorption capacity of epoxy composites was found to be less than the vinyl ester composites at all weight percentages. The SEM images indicate that the combination of matrix cracking, bulging, fiber pull out, fiber orientation and breakage are the predominant failure modes. Vinyl ester composites were found to be more stable than epoxy composites because of higher compressive strength, lower density and higher decomposition temperature. ACKNOWLEDGEMENTS The authors gratefully acknowledge VGST, Govt. of Karnataka for financial support under the project CISEE /2012-13/282 GRD No. 186. Also express their gratitude to Dr. Renuka Prasad K.V., General Secretary A.O.L.E.Sullia and Dr. N.A. Jnanesh, Principal, KVG College of Engineering, Sullia for providing infrastructural facilities. REFERENCES [1] Oksman, K, Wallstrom, L, Lars,Berglund, A. and Filho,R.D.T.(2002). “Morphology and Mechanical properties of unidirectional sisal –Epoxy composites” J.Appl.poly.sci, 84:2358- 2365. [2] Jayraman, Krishnan (2003). “Manufacturing Sisal propylene composites with Minimum FibreDegradable”,comp. sci& Tech, 63:367-374. [3] Khonder, O.K.,Fulkui, T, Nakai, A. And Hamada, H (2004). “Initial Fracture of the Welt- Weft knitted Textile composites”, composites part A, 35:1195-1205. [4] VardaRajulu, A, Ramachandra Reddy, G.&Narasimhachari ,k.(1998).“Chemical resistance & tensile properties of styrenated polyester-coated bamboo fibers”. Indian J.Fiber.Text. Res, 23:49-51. [5] 5)VaradaRajulu , A , Ramachandra Reddy , G .&Narasimhachari,k. (1996). “Chemical resistance & tensile properties of epoxy coated bamboo fibers”, Indian J. Fibre Text. Res, 21:223-224. [6] Takashi Nishino, kochiHirava, Masaru Kottera, katsuhikoNakamae& Hiroshi Inagaki (2003). “Kenaf reinforced biodegradable composite”, compos. Sci.&Technol , 63:1281-1286. [7] Pathan, L.A.&Sabu Thomas (2003). “polarity parameters & dynamic mechanical behavior of chemically modified banana fiber reinforced polyester composites”. Compos. Sci. &Technol , 63:1231-1240 [8] Roy, D,Sarkar , B.K.,Rana, A.K. & Box, N.R(2001). “The Mechanical properties of vinylester resin matrix composites reinforced with alkali treated jute fibers”, composites part A, 32:119-127.
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