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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1406
EXPERIMENTAL INVESTIGATION ON STRAIN HARDENING POLYMER
COMPOSITE
A.Joyson Albino1, K.S.Navaneethan2
1 PG Student, Department of Civil Engineering, Kongu Engineering College, Tamilnadu, India
2 Assistant Professor, Department of Civil Engineering, Kongu Engineering College, Tamilnadu, India
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Theexaminationisnowbeing ledbyconcerningthe
utilization offiber strengthened covers forvarious applications.
Thescope ofthe workis toexamine thehybridation offilaments
with aramid, nylon and glass strands for utilization of
strengthening. The mechanical properties, for example, impact,
tensile andflexuralstrength offiberstrengthenedcompositesin
the frameworks of covers will discover. Creation of examples
includes fiber material covered with holding material by epoxy
gum, in which 3mm to 5mm thick overlays were prepared.
Coversarecreatedbyhandlayupsysteminashape, curedunder
light weight for 2 hours, trailed by curing at room temperature
for 2 days. Here, to decide the greatest quality of differing
creations of aramid, nylon and glass filaments. These covers,
mechanical properties will be inspected under the room
temperature for deciding the central properties. Since the fiber
have the non-linearity conduct, here we bring the cross breed
fiberinto theoverlays thatgivesthestrainhardeningproperties.
Key Words: Fiber, Epoxy, Aramid, Glass, Nylon, Hybrid, Strain
Hardening, FRP
1. Introduction
The field of engineering investigating the solutions for
avoiding the failures which the mankind comes across. In
here to identify the principle causes forthefailurealongwith
the other causes which complement the principle causes
along with their respective remedial measures and
precautions to be taken prior to the failure. There is now,
need to understand the various situations or conditions
whose existence gave rise to such failures. This is very
important to be done in order to reduce the consequences
caused by such failures. The most ideal approach to handle
these disappointments is to battle it by confronting them
gravely recognizing the reasons for this and to decide the
preventive measures to keep those disappointments from
happening in future. The large classification of causes for
failure can be done in two types called controllable and
uncontrollable causes. Controllable causes are the causes
which can be controls by taking legitimate preventive
measures and through review amongthedevelopmentofthe
structure. Uncontrollable causes are those which are
structures are in out of control and there are no preventive
measures. Those controllable failures during the period of
service can be rectified by the suitable repair or retrofitting
technique. Retrofitting is the process of modifying the
existing structures to make them more resistant to seismic
activity, ground motion due to earthquakes and to provide
the additional structural stability. Many structures were
planned without satisfactory documenting and support for
seismic protection, in that view different researchhavebeen
completed. Here, retrofitting used to reproduce the load
carrying capacity and serviceability of structure for future
consideration. Upgrading and repairing certain building to
make it more resistant and also to be a better economic
consideration and immediate solution for problems rather
than replacement of building. Use of fibers could be
beneficial in civil engineering structures.Fibersarenormally
using in concrete to govern cracking due to plasticshrinkage
and drying shrinkage. They also reduce the permeability of
concrete and reduce the bleeding of water. Thematerialsare
polymerized into a long, linear chemical that bond two
adjacent carbon atoms. Different composition of chemical
componentswill be used to produce different typesoffibers.
Synthetic fibers are having more durability by comparing
natural fibers. Strain hardening is the process of making the
material to harden after deformationandtoincreasingstress
on a material. By applying load there are possibilities that
material may fail before reaching the desiredstressvalue.To
examine the composite action of FRP laminates in different
load levels. The use of fibers in composite materials will
increase the strength of the structure. Thecompositescanbe
increasing the structural performance.
Materials
The furthermost mutual form in which fiber reinforced
composites are used in structural uses is named a polymer
composite, which is made by stacking a number of tinny
layers of fibers and matrix and merging them into the
preferred thickness. Fiber placement in each layer aswellas
the stacking sequence of various layers in a polymer
composite can be exact to make a wide range of physicaland
mechanical propertiesfor the polymer compositelaminates.
Fiber Reinforced composite materials contain of fibers of
high strength and modulusbonded to a matrix withseparate
interfaces between them. In general fibers are the standard
load carrying members, while adjoining matrix keeps them
in the preferred location and direction. It acts as a load
transferal medium between them, and keeps them from the
environmental damages due to high temperatures and
moisture. Epoxy resin and hardener preparing with various
types of fibers used by aramid, nylon and glass called fiber
reinforced polymer composites (FRP), using on those fibers
for hybridation called hybrid fiber reinforced polymer
composite (HFRP).
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1407
Properties
The primary reason for epoxy’s popularity is its superb
mechanical strength. It is nearly cheaper and faster than
welding. Epoxy also has excellent resistance to chemicals.
After setting time of epoxy resin, there is no worry of
chemical reaction that will weaken the seal also it resists
heat. That protection makes it perfect for gadgets and
electrical frameworks and other mechanical applications.
The individuals who utilize epoxy know about the great
mechanical quality and low curing constriction. It also
known the epoxy resin are well-balanced industrial
materials and suited to broad range of applications.
Engineers are faced with concerns about heat dissipation,
electrical insulation, lightweighting, vibrationandreduction
of corrosion. Epoxy is an adhesive formulation that meetsall
of those concerns. Its thermal and electrical properties,
strength and durability are what epoxy is noted for. The
properties along with the resistance to immersion and
hostile chemical vapor are the reason, it’s chosen by
engineers. It has excellent gap filling properties. It also
resistance to cold, radiation and steam.
Hardener is a substance mixed with paintorotherprotective
covering to make the finish harder and more durable. It is a
curing agent for epoxies or fiberglass. Material which does
not enter into the reaction is known as catalytic hardener.
Hardener is usually classed as a corrosive, and as an irritant
when in contact with the skin or by inhalation.
Aramid Fiber
It is a class of warmth safe and solid engineered filaments.
They are ordinarily utilized asa part of aviation and military
applications, for body protection texture composites, tires,
marine cordage. Aramid filaments were first presented in
business application in mid-1960's. The limitof para aramid
generation was evaluated at 41000 tons for every year in
2002 and expands every year by 5-10%. In from 2007 the
collection generation limit of around 55000 tons for every
year.
Glass Fiber
It is a material involving continuous to a great degree fine
filaments of glass. Glass strands are substantially less
expensive and fundamentally less fragile when utilized as a
part of composites. Glass fibers are used as a reinforcing
agent for many polymer products. It is used to form a very
strong and relatively light weight fiber reinforced polymer
(FRP) composite material. Uses of glass fiber include mats
and fabrics for thermal insulation, sound insulation and
electrical insulation. Manufacturing of glass fiber insulation
can used recycled glasscontains up to 40%of recycled glass.
It is cheaper and more flexible than aramid fiber. It is
stronger than many metals by weight also can be molded
into complex shapes. The glass fibers used for insulation,for
made the structure to be strong.
Nylon Fiber
It is the fiber which have longest history among synthetic
fibers. Nylon wasthe first commercially successful synthetic
thermoplastic polymer. The nylon stocking will be
reprocessed and made into parachute for army fliers. Nylon
pitches are generally utilized as a part of vehicle industry
particularly in the motor compartment likewise it utilizedas
a segment of nourishment bundling, where an oxygen
obstruction is required.
Development of FRC and HFRC Laminates
It manages the manufacture stages used to acquire the
composite material. The means associated with Hand-Lay-
Up strategy for advancement of fiber fortified composite is
same for the manufactured filaments. There are eight states
of FRP overlays are utilized here in like manner aramid,
nylon and glasswith variousgramsper squaremeterforFRC
and HFRC covers. By setting up a form in150mmX200mmX
15mm putting with overhead projector sheet and remover
for simple to evacuate and dealing with the overlay showsin
fig 1.1. Planning of epoxy framework by 1:10 proportion
connected at base layer of form. For FRC overlays applying
single fiber tangle with shapemeasurementandfurthermore
for HFRC covers utilizing diverse fiber mats with form
measurement used to submerged by epoxy gum. Again
applying epoxy network up to the level secured with
overhead projector sheet and curing at room temperature
for two days. The testing of FRC and HFRC laminates are
done with the help of ASTM standards, before testing the
laminates shown in figure 1.2
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1408
Testing
The tensile, flexural and impact strength of polymer
composite was tested by using the Strain controlled UTM
based on ASTM standards shown in figure. The size of
165mm X 19mm X 13mm for tensile, 50mm X 13mm for
impact and 50mm X 13mm flexure (as per ASTM standard
size).
Fig 1.3 Tensile test
The outcomes were depicted aramid fiber is great in quality
however not great in prolongation. For this situation Nylon
strands gives a decent outcome in stretching yet not all that
well in quality.
By the blend of aramid and nylon HFRP composite not givea
normal outcome as a result of holding issues. So by getting
ready glass filaments like 200 and 400 GSM overlays with
aramid and nylon textures give a superior come about by
looking at different composites. The main concept of Strain
hardening is the process of making the material to harden
after deformation and to increasing stress on a material.
Table 1.1 Test results of HFRP laminates
Description
Aramid
and Nylon
ANG 200
GSM
ANG 400
GSM
Yield force (N) 392.28 1686.8 1677
Yield elongation
(mm)
4.87 5.44 4.58
Break force (N) 843.4 1735.84 1716.23
Flexural at yield
(N/mm2)
24.57 32.53 21.57
Flexural strength
at break (N/mm2)
29.195 34.085 23.353
Impact load
(Joule)
0.552 1.622 2.642
Fig 1.6 Tested Laminates
In here ANG 200 and 400 GSM HFRC laminates gives a
worthy results and also, even if it had a failure at the time of
load carrying the strength is quickly reduced but after at
some point level it has gain as shown in the figure
Therefore, in this ANG composites gives a good result in
strain hardening. The tested laminates are shown in fig 1.6
also the difference between load and deflection of HFRC
laminates shown in figure 1.7.
Fig 1.7 Graphical Result for ANG laminate
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1409
Conclusion
The present examination of nylon, aramid and glass strands
mixture composites prompt the accompanying conclusions,
1.HFRC – Aramid and Nylon not give an expected result
because of bonding problem.
2.Aramid have a less amount of elongation by comparing
Nylon, but nylon is not giving a good strength by comparing
aramid.
3.By using Glass fibers with aramid and nylon composites
giving a great result by comparing other composites. It gives
the maximum tensile strength 1735.84 N. Also it gives
maximum impact load up to 2.642 J.
4.Strain hardening is materialized in ANG composites.
5.The properties of fiber compositessuch astensilestrength,
flexural strength and impact strength are calculated.
6.By the same time properties of fiberchosenforhybridation
should be high density, light weight and good impact
resistance.
7.In hybridation, helps to increasing the strength of
composites.
8.It reveals that hybridation the synthetic fibers giveabetter
result in retrofitting.
Reference
[1]Abdullai Ahmed, (2017).“ Methodology of evaluating
innovative technologies for low energy retrofitting of public
buildings.” Energy procedia 112 (2017),pp,166-175.
[2]Arthanarieswaran, V.P. (2014). “Evaluationofmechanical
properties of banana and sisal fiber reinforced epoxy
composites: Influence of glass fiber hybridization.”Materials
and Design,64,(2014),pp,194–202.
[3]Constantine E. Chalioris (2007). “Analytical modelforthe
torsional behavior of reinforced concrete beams retrofitted
with FRP laminates.” Engineering Structures 29 (2007)
,pp,3623-3297
[4]Czigany, T.(2006). “Special manufacturing and
characteristics of basalt fiber reinforced hybrid
polypropylene composites: Mechanical properties and
acoustic emission study.” Composites Science and
Technology,66,(2006),pp,3210–3220.
[5]Fabrizio Sarasini.(2013). “Effect of basalt fiber
hybridization on the impact behavior under low impact
123.
[6]Huy Pham, Riadh Al-Mahaidi.(2004), “Experimental
investigation into flexural retrofitting of reinforcedconcrete
bridge beams using FRP composites.” Composite
Structures,66,(2004),pp,617–625.
[7]Mustafa Sahmaran (2005). “ Workability of hybrid fiber
reinforced self-compacting concrete.” Building and
environment 40 (2005) ,pp,1672-1677.
[8]Osemeahlon, S.A. , barminas, J.T.(2007) “Study of some
physical properties of urea formaldehyde and urea
proparaldehyde co-polymer composite for emulsion paint
formulation.” International journal of physical science, vol
2(7),(2007), pp,169-177.
[9]Rami A. Hawileh.(2014) “Behavior of reinforced concrete
beams strengthened with externally bonded hybrid fiber
reinforced polymer systems.”Materials and Design,
53,(2014),pp,972–982.
[10]Shamim A. Sheikh.(2002) “Performance of concrete
structures retrofitted with fiber reinforced polymers”.
Engineering Structures, 24, (2002), pp, 869–879.
[11]Shanya orasuttihikul. (2017) “Effectiveness of recycled
nylon fiber from waste fishing net with
respect to fiber reinforced mortar.” Construction and
building materials, 146, (2017), pp,594-602.
[12]Sudhir Kumar (2016). “Two body abrasive behavior of
nylon 6 and glass fiber reinforced nylon ^ composites.”
Procedia technology 25 (2016),pp,1129-1136.
[13]Weizhang Liao (2016). “Experimental studies and
numerical simulation of behavior of RC beams retrofitted
with HDDWM-HPM under impact loading.” Engineering
structures, 35(2016), pp,1624-1618
[14]IS: 456-2000, “Indian Standard for code practicing for
plain reinforced concrete”, Bureau of Indian Standards,New
Delhi, India.
[15]IS1151-1996, “Indian Standard Code for practice glass
fiber standard mat from the reinforced of epoxy, Bureau of
Indian Standards, New Delhi , India.
composites”. Composites: Part A,47,(2013),pp,109 –
velocity of glass/basalt woven fabric/epoxy resin

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  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1406 EXPERIMENTAL INVESTIGATION ON STRAIN HARDENING POLYMER COMPOSITE A.Joyson Albino1, K.S.Navaneethan2 1 PG Student, Department of Civil Engineering, Kongu Engineering College, Tamilnadu, India 2 Assistant Professor, Department of Civil Engineering, Kongu Engineering College, Tamilnadu, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Theexaminationisnowbeing ledbyconcerningthe utilization offiber strengthened covers forvarious applications. Thescope ofthe workis toexamine thehybridation offilaments with aramid, nylon and glass strands for utilization of strengthening. The mechanical properties, for example, impact, tensile andflexuralstrength offiberstrengthenedcompositesin the frameworks of covers will discover. Creation of examples includes fiber material covered with holding material by epoxy gum, in which 3mm to 5mm thick overlays were prepared. Coversarecreatedbyhandlayupsysteminashape, curedunder light weight for 2 hours, trailed by curing at room temperature for 2 days. Here, to decide the greatest quality of differing creations of aramid, nylon and glass filaments. These covers, mechanical properties will be inspected under the room temperature for deciding the central properties. Since the fiber have the non-linearity conduct, here we bring the cross breed fiberinto theoverlays thatgivesthestrainhardeningproperties. Key Words: Fiber, Epoxy, Aramid, Glass, Nylon, Hybrid, Strain Hardening, FRP 1. Introduction The field of engineering investigating the solutions for avoiding the failures which the mankind comes across. In here to identify the principle causes forthefailurealongwith the other causes which complement the principle causes along with their respective remedial measures and precautions to be taken prior to the failure. There is now, need to understand the various situations or conditions whose existence gave rise to such failures. This is very important to be done in order to reduce the consequences caused by such failures. The most ideal approach to handle these disappointments is to battle it by confronting them gravely recognizing the reasons for this and to decide the preventive measures to keep those disappointments from happening in future. The large classification of causes for failure can be done in two types called controllable and uncontrollable causes. Controllable causes are the causes which can be controls by taking legitimate preventive measures and through review amongthedevelopmentofthe structure. Uncontrollable causes are those which are structures are in out of control and there are no preventive measures. Those controllable failures during the period of service can be rectified by the suitable repair or retrofitting technique. Retrofitting is the process of modifying the existing structures to make them more resistant to seismic activity, ground motion due to earthquakes and to provide the additional structural stability. Many structures were planned without satisfactory documenting and support for seismic protection, in that view different researchhavebeen completed. Here, retrofitting used to reproduce the load carrying capacity and serviceability of structure for future consideration. Upgrading and repairing certain building to make it more resistant and also to be a better economic consideration and immediate solution for problems rather than replacement of building. Use of fibers could be beneficial in civil engineering structures.Fibersarenormally using in concrete to govern cracking due to plasticshrinkage and drying shrinkage. They also reduce the permeability of concrete and reduce the bleeding of water. Thematerialsare polymerized into a long, linear chemical that bond two adjacent carbon atoms. Different composition of chemical componentswill be used to produce different typesoffibers. Synthetic fibers are having more durability by comparing natural fibers. Strain hardening is the process of making the material to harden after deformationandtoincreasingstress on a material. By applying load there are possibilities that material may fail before reaching the desiredstressvalue.To examine the composite action of FRP laminates in different load levels. The use of fibers in composite materials will increase the strength of the structure. Thecompositescanbe increasing the structural performance. Materials The furthermost mutual form in which fiber reinforced composites are used in structural uses is named a polymer composite, which is made by stacking a number of tinny layers of fibers and matrix and merging them into the preferred thickness. Fiber placement in each layer aswellas the stacking sequence of various layers in a polymer composite can be exact to make a wide range of physicaland mechanical propertiesfor the polymer compositelaminates. Fiber Reinforced composite materials contain of fibers of high strength and modulusbonded to a matrix withseparate interfaces between them. In general fibers are the standard load carrying members, while adjoining matrix keeps them in the preferred location and direction. It acts as a load transferal medium between them, and keeps them from the environmental damages due to high temperatures and moisture. Epoxy resin and hardener preparing with various types of fibers used by aramid, nylon and glass called fiber reinforced polymer composites (FRP), using on those fibers for hybridation called hybrid fiber reinforced polymer composite (HFRP).
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1407 Properties The primary reason for epoxy’s popularity is its superb mechanical strength. It is nearly cheaper and faster than welding. Epoxy also has excellent resistance to chemicals. After setting time of epoxy resin, there is no worry of chemical reaction that will weaken the seal also it resists heat. That protection makes it perfect for gadgets and electrical frameworks and other mechanical applications. The individuals who utilize epoxy know about the great mechanical quality and low curing constriction. It also known the epoxy resin are well-balanced industrial materials and suited to broad range of applications. Engineers are faced with concerns about heat dissipation, electrical insulation, lightweighting, vibrationandreduction of corrosion. Epoxy is an adhesive formulation that meetsall of those concerns. Its thermal and electrical properties, strength and durability are what epoxy is noted for. The properties along with the resistance to immersion and hostile chemical vapor are the reason, it’s chosen by engineers. It has excellent gap filling properties. It also resistance to cold, radiation and steam. Hardener is a substance mixed with paintorotherprotective covering to make the finish harder and more durable. It is a curing agent for epoxies or fiberglass. Material which does not enter into the reaction is known as catalytic hardener. Hardener is usually classed as a corrosive, and as an irritant when in contact with the skin or by inhalation. Aramid Fiber It is a class of warmth safe and solid engineered filaments. They are ordinarily utilized asa part of aviation and military applications, for body protection texture composites, tires, marine cordage. Aramid filaments were first presented in business application in mid-1960's. The limitof para aramid generation was evaluated at 41000 tons for every year in 2002 and expands every year by 5-10%. In from 2007 the collection generation limit of around 55000 tons for every year. Glass Fiber It is a material involving continuous to a great degree fine filaments of glass. Glass strands are substantially less expensive and fundamentally less fragile when utilized as a part of composites. Glass fibers are used as a reinforcing agent for many polymer products. It is used to form a very strong and relatively light weight fiber reinforced polymer (FRP) composite material. Uses of glass fiber include mats and fabrics for thermal insulation, sound insulation and electrical insulation. Manufacturing of glass fiber insulation can used recycled glasscontains up to 40%of recycled glass. It is cheaper and more flexible than aramid fiber. It is stronger than many metals by weight also can be molded into complex shapes. The glass fibers used for insulation,for made the structure to be strong. Nylon Fiber It is the fiber which have longest history among synthetic fibers. Nylon wasthe first commercially successful synthetic thermoplastic polymer. The nylon stocking will be reprocessed and made into parachute for army fliers. Nylon pitches are generally utilized as a part of vehicle industry particularly in the motor compartment likewise it utilizedas a segment of nourishment bundling, where an oxygen obstruction is required. Development of FRC and HFRC Laminates It manages the manufacture stages used to acquire the composite material. The means associated with Hand-Lay- Up strategy for advancement of fiber fortified composite is same for the manufactured filaments. There are eight states of FRP overlays are utilized here in like manner aramid, nylon and glasswith variousgramsper squaremeterforFRC and HFRC covers. By setting up a form in150mmX200mmX 15mm putting with overhead projector sheet and remover for simple to evacuate and dealing with the overlay showsin fig 1.1. Planning of epoxy framework by 1:10 proportion connected at base layer of form. For FRC overlays applying single fiber tangle with shapemeasurementandfurthermore for HFRC covers utilizing diverse fiber mats with form measurement used to submerged by epoxy gum. Again applying epoxy network up to the level secured with overhead projector sheet and curing at room temperature for two days. The testing of FRC and HFRC laminates are done with the help of ASTM standards, before testing the laminates shown in figure 1.2
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1408 Testing The tensile, flexural and impact strength of polymer composite was tested by using the Strain controlled UTM based on ASTM standards shown in figure. The size of 165mm X 19mm X 13mm for tensile, 50mm X 13mm for impact and 50mm X 13mm flexure (as per ASTM standard size). Fig 1.3 Tensile test The outcomes were depicted aramid fiber is great in quality however not great in prolongation. For this situation Nylon strands gives a decent outcome in stretching yet not all that well in quality. By the blend of aramid and nylon HFRP composite not givea normal outcome as a result of holding issues. So by getting ready glass filaments like 200 and 400 GSM overlays with aramid and nylon textures give a superior come about by looking at different composites. The main concept of Strain hardening is the process of making the material to harden after deformation and to increasing stress on a material. Table 1.1 Test results of HFRP laminates Description Aramid and Nylon ANG 200 GSM ANG 400 GSM Yield force (N) 392.28 1686.8 1677 Yield elongation (mm) 4.87 5.44 4.58 Break force (N) 843.4 1735.84 1716.23 Flexural at yield (N/mm2) 24.57 32.53 21.57 Flexural strength at break (N/mm2) 29.195 34.085 23.353 Impact load (Joule) 0.552 1.622 2.642 Fig 1.6 Tested Laminates In here ANG 200 and 400 GSM HFRC laminates gives a worthy results and also, even if it had a failure at the time of load carrying the strength is quickly reduced but after at some point level it has gain as shown in the figure Therefore, in this ANG composites gives a good result in strain hardening. The tested laminates are shown in fig 1.6 also the difference between load and deflection of HFRC laminates shown in figure 1.7. Fig 1.7 Graphical Result for ANG laminate
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1409 Conclusion The present examination of nylon, aramid and glass strands mixture composites prompt the accompanying conclusions, 1.HFRC – Aramid and Nylon not give an expected result because of bonding problem. 2.Aramid have a less amount of elongation by comparing Nylon, but nylon is not giving a good strength by comparing aramid. 3.By using Glass fibers with aramid and nylon composites giving a great result by comparing other composites. It gives the maximum tensile strength 1735.84 N. Also it gives maximum impact load up to 2.642 J. 4.Strain hardening is materialized in ANG composites. 5.The properties of fiber compositessuch astensilestrength, flexural strength and impact strength are calculated. 6.By the same time properties of fiberchosenforhybridation should be high density, light weight and good impact resistance. 7.In hybridation, helps to increasing the strength of composites. 8.It reveals that hybridation the synthetic fibers giveabetter result in retrofitting. Reference [1]Abdullai Ahmed, (2017).“ Methodology of evaluating innovative technologies for low energy retrofitting of public buildings.” Energy procedia 112 (2017),pp,166-175. [2]Arthanarieswaran, V.P. (2014). “Evaluationofmechanical properties of banana and sisal fiber reinforced epoxy composites: Influence of glass fiber hybridization.”Materials and Design,64,(2014),pp,194–202. [3]Constantine E. Chalioris (2007). “Analytical modelforthe torsional behavior of reinforced concrete beams retrofitted with FRP laminates.” Engineering Structures 29 (2007) ,pp,3623-3297 [4]Czigany, T.(2006). “Special manufacturing and characteristics of basalt fiber reinforced hybrid polypropylene composites: Mechanical properties and acoustic emission study.” Composites Science and Technology,66,(2006),pp,3210–3220. [5]Fabrizio Sarasini.(2013). “Effect of basalt fiber hybridization on the impact behavior under low impact 123. [6]Huy Pham, Riadh Al-Mahaidi.(2004), “Experimental investigation into flexural retrofitting of reinforcedconcrete bridge beams using FRP composites.” Composite Structures,66,(2004),pp,617–625. [7]Mustafa Sahmaran (2005). “ Workability of hybrid fiber reinforced self-compacting concrete.” Building and environment 40 (2005) ,pp,1672-1677. [8]Osemeahlon, S.A. , barminas, J.T.(2007) “Study of some physical properties of urea formaldehyde and urea proparaldehyde co-polymer composite for emulsion paint formulation.” International journal of physical science, vol 2(7),(2007), pp,169-177. [9]Rami A. Hawileh.(2014) “Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems.”Materials and Design, 53,(2014),pp,972–982. [10]Shamim A. Sheikh.(2002) “Performance of concrete structures retrofitted with fiber reinforced polymers”. Engineering Structures, 24, (2002), pp, 869–879. [11]Shanya orasuttihikul. (2017) “Effectiveness of recycled nylon fiber from waste fishing net with respect to fiber reinforced mortar.” Construction and building materials, 146, (2017), pp,594-602. [12]Sudhir Kumar (2016). “Two body abrasive behavior of nylon 6 and glass fiber reinforced nylon ^ composites.” Procedia technology 25 (2016),pp,1129-1136. [13]Weizhang Liao (2016). “Experimental studies and numerical simulation of behavior of RC beams retrofitted with HDDWM-HPM under impact loading.” Engineering structures, 35(2016), pp,1624-1618 [14]IS: 456-2000, “Indian Standard for code practicing for plain reinforced concrete”, Bureau of Indian Standards,New Delhi, India. [15]IS1151-1996, “Indian Standard Code for practice glass fiber standard mat from the reinforced of epoxy, Bureau of Indian Standards, New Delhi , India. composites”. Composites: Part A,47,(2013),pp,109 – velocity of glass/basalt woven fabric/epoxy resin